Loading...
HomeMy WebLinkAboutAUTHORITY TO USE GRANT FUNDS_UNKNOWN (2)Authority to Use Texas General Land Office Disaster Recovery Division Grant Funds 3429 Executive Center Dr., Suite 160 Austin Texas 78731-1658 Louis R. Rigsby, Mayor La Porte City Hall 604 W. Fairmont Parkway LaPorte, TX 77571 We received your Request for Release of Funds and Certification, form I IUD-7015.15 on: September 6, 2013 Your Request was for State Identification Number: DRS220231-22354-1 GLO#: 12-484-000-6850 All objections, If received, have been considered. And the minimum wailing period has transpired. You are hereby authorized to use funds provided to you under the above HUD/State Identification Number. File this form for proper record keeping. autlil, and inspection purposes. This is to inform you that as of September 24, 2013 the City of La Porte is hereby authorized to use funds provided to you under the above State Identification Number. The specific activities of this project identified below required a full Environmental Assessment tinder 24 CFR Part Sec. 58.36 Environmental Assessments and 58.40 Preparing the Environmental Assessment. Project/Activity: 5. Grantee shall install a storm sewer trunk system along 3rd Street from Fairmont Parkway to Main Street and along H Street from 5th Street to the outfall of F216, Little Cedar Bayou, Including but not limited to clearing, utility relocations, pavement reconstruction, and channel improvements to the 3rd Street Right-of-way ditch. The storm sewer trunk system includes but is not limited to removal and replacement of storm sewer ranging In size from twenty-four inches to one hundred fourteen inches (24 in. - 114 In.) or equivalent round size, concrete headwalls, Inlets, manholes, drain basins and make channel improvements to the receiving stream including widening, re- shaping, and clearing. Grantee shall replace sidewalks and Include curb ramps, make utility adjustments, and remove and replace signage. In addition, grantee shall alterthe profile of the streets to accommodate the 100 year sheet flow, construct new concrete pavement with curb, re -construct driveways, and perform site work associated with construction to convey storm water into the drainage system. Proposed improvements will significantly increase the capacity of the storm sewer system and reduce flooding. Construction shall take place along Td Street from Main Street to Fairmont for approximately 4,700 linear feet in La Porte, Texas. Mitigation Measures: The activity must be in compliance with the NWP General/Regional Conditions, NWP-7 Outfall Structures, NWP 13- Bank Stabilization, and utilize BMPs. Siting and construction should avoid and minimize impacts to Coastal Natural Resource Areas. According to the documents provided by the City of La Porte, all conditions regarding the National Environmental Policy Act for these activities have been met. ffall other special conditions have been met, the City of LaPorte is authorized to use 2008 Texas CDBG Disaster Recovery Supplemental Grant funds made available to the City of La Porte by the Texas Disaster Recovery Program for the approved project activities. The Texas Disaster Recovery Program is aware that a grant contract Performance Statement amendment could affect this certification. Please be advised that this certification is only valid for the project description, as stated in the current Performance Statement covered by this ERR. If the project description later changes as a result of an amendment, a re-evaluation letter or new ERR may be required, thereby rendering this certification invalid. Thank you for your efforts to ensure compliance with all federal, state and program requirements. If you have any questions regarding environmental issues or if we can provide any further assistance, please do not hesitate to contact the Disaster Recovery Program environmental team at 866-206-1084 or you can email Mike Montesano at mmontesano TB.coin. Typed Name 8 Tlao of Authorizing Officer: SI nature of Authorizing Ofter: Date Signed: Heather Lagrone Manager, Disaster Recovery CDBG Grant Program (� J2�.� �� Texas General Land Office I l 9 CITY OF LA PORTE Grantee shall carry out the following activities in the target area identified in its 2008 Texas CDBG Disaster Recovery Supplemental Grant application to aid areas most impacted and distressed by Hurricanes Ike or Dolly. The persons to benefit from the activities described in this Performance Statement must be receiving service or a benefit from the use of the new or improved facilities and activities for the contract obligations to be fulfilled. Grantee shall ensure that the amount of funds expended for each activity described does not exceed the amount specified for such activity in the Budget. As a result of Hurricane Ike on September 13, 2008, the City sustained flooding that resulted in drainage infrastructure failure. The existing drainage system infrastructure failed to function because the current system was unable to convey the volume of water generated during Hurricane Ike. The failure of the drainage system to function threatened the public health, safety and welfare of all served by this facility due to flooding. The City is in need of adequately -sized drainage infrastructure to reduce flooding. Flood and Drainage Facilities-5 Third Street Drainage Grantee shall install a storm sewer trunk system along 3`d Street from outfall structure south of Fairmont Parkway to Main Street, including but not limited to clearing, utility relocations, pavement reconstruction, and outfall reconstruction in the 3`d Street Right-of-way ditch. The storm sewer trunk system includes but is not limited to removal and replacement of reinforced concrete pipe (RCP) storm sewer ranging in size from twenty-four inches to ninety-six inches (24 in. — 96 in.) or equivalent round size, the installation of reinforce concrete box (RCB) storm sewer ranging in size from nine feet by seven feet to ten feet by eight feet (9 ft. x 7 ft. — 10 ft. x 8 ft.) concrete headwalls, inlets, manholes, drain basins and outfall reconstruction. Grantee shall replace sidewalks and include curb ramps, make utility adjustments, and remove and replace signage. In addition, grantee shall alter the profile of the streets to accommodate the 100 year sheet flow, construct new concrete pavement with curb, re -construct driveways, and perform site work associated with construction to convey storm water into the drainage system. Proposed improvements will significantly increase the capacity of the storm sewer system and reduce flooding. Construction shall take place along the following site in La Porte, Texas: Flood and Drainage Location: HUD Performance Approximate Units: Facilities: Measure: On: 3`d Street From: Main Street Linear Feet 4,700 To: Outfall structure south of Fairmont Parkway These activities shall benefit one thousand eight hundred sixteen (1,816) persons, of which nine hundred forty-six (946), or fifty-two percent (52%), are of low to moderate income. Engineering-30 Grantee shall ensure the amount of the funds expended for all eligible project -related engineering services, including preliminary and final design plans and specifications, all interim and final inspections, and all special services, does not exceed the amount specified for Engineering in the Budget. Project Delivery-33 Grantee shall ensure the amount of the funds expended for all eligible project -related "project delivery" administration activities, including the required annual program compliance and fiscal audit, does not exceed the amount specified for Project Delivery in the Budget. Project Delivery (Environmental)-35 Grantee shall ensure the amount of the funds expended for all eligible project -related "project delivery" environmental activities does not exceed the amount specified for Environmental in the Budget. REMAINDER OF PAGE INTENTIONALLY LEFT BLANK CITY OF LA PORTE ,HUD ActivityCateeories Grant Funds to Grantee Grant Funds to Service Other Funds Total Funds Providers Contracted by GLO 5 Flood and Drainage Facilities $3,841,180 $0 $0 $3,841,180 30 EngineeringJArchitectural Services $0 $588,538 $0 $588,538 33 Project Delivery $7,959 $274,788 $0 $282,747 35 Environmental $0 $9,000 $o $9,000 Total $1849,139] $872,326' $0 $4,721,465 Total Grant Funds = $4,721,465 REMAINDER OF PAGE INTENTIONALLY LEFT BLANK NT Qi: h 41 Y°5 n P �.?tet fot/ Evaluation Section DEPARTMENT OF THE ARMY rWJ.,, GALVESTON DISTRICT, CORPS OF ENGINEERSUP. O. BOX 1229GALVESTON, TEXAS 77553.1229 June 24, 2013 2 5 2013 SUBJECT: Permit No. SWG-2013-00419; Nationwide Permit Verification Julian Garza City of La Porte 604 West Fairmont Parkway LaPorte, Texas 77571-6215 Dear Mr. Garza: This is in reference to your request, dated May 10, 2013, submitted on your behalf by CobbFendley, to discharge 50 cubic yards of material into 0.02 acre of the channel during the replacement of 20 linear feet of existing storm sewer pipe. This request is verified pursuant to Section 404 of the Clean Water Act. The project site is located in a tributary to Little Cedar Bayou, near the intersection of 3rd Street and Fairmont Parkway, in La Porte, Harris County, Texas. The pipeline replacement is authorized under Nationwide Permit (NWP) 7. NWP 7 authorizes the construction of outfall structures and associated intake structures. The placement of fill material is authorized under NWP 13. NWP 13 authorizes bank stabilization activities necessary for erosion protection. These NWP verifications are valid provided the activities are compliant with the enclosed NWP General/Regional Conditions and the Texas Commission on Environmental Quality's Best Management Practice Guidelines. These NWP verifications are valid until the NWPs are modified, reissued or revoked. All of the existing NWPs are scheduled to be modified, reissued or revoked prior to March 19, 2017. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence these activities before the date that the relevant NWPs are modified or revoked, you will have 12 months fiom the date of the modification or revocation of the NWPs to complete the activities under the present terms and conditions of these NWPs. A copy of your plans in 3 sheets is enclosed. The impacts to waters of the United States (U.S.) associated with these NWP verifications are based on a preliminary jurisdictional determination (JD) for your subject site. If you wish, you may request an approved JD, which may be appealed, by submitting a written request to us within 30 days from the date of this letter. Please note that if you request an approve JD and then decide to appeal it, the appeal will not be accepted if any work has started in waters of the U.S. or that would alter the hydrology of waters of the U.S. _2_ If you have any question regarding these verifications, please contact Chelsea Desforges at the letterhead address or by telephone at 409-766-3120. Please notify the Chief of the Compliance Section in the Galveston District Regulatory Branch, in writing at the letterhead address, upon completion of the authorized project. FOR THE DISTRICT COMMANDER: Enclosures Copies Fumished: Texas General Land Office, La Porte, TX Texas General Land Office, Austin, TX U.S. Fish and Wildlife Service, Houston, TX ATf �-A Janet Thomas Botelvlo Leader, North Evaluation Unit Houston/Galveston Resident Office, Galveston, TX Heath Lyle, CobbFendley, 13430 Northwest Fwy., Houston, TX 77040-6000 http://www.bing.comhnapslprint.aspx?mkt=en-us&z=10&s=r&cp=29.691463,-94.986868&... 6/4/2013 FIGURE 1— VICINITY MAP FOR LA PORTE 3RD STREET OUTFALL SWG-2013-00419 City of La Porte 10 May 2013 Pace 2 of3 SWG-2013-00419 City of La Porte 10 May 2013 Page 3 of 3 0.02 acre �\ ve O.,v\ i tTi _ ,A3 f .. �:o •.his - n-vw•r— } l,re-can ;M,W% • F u i � > Ce� SQ,%V 3RD STREET °i 3= ` b ss TH ..e 'LL •w - v _. - p — __ __ _.. ... - __ I_ q._. am ew n•• �.w 3'CobbFeadley me r�.�.•.-nu naw'"aeiwnv1°nv 3RO3R1EETPAVMGA OMMOE PROJECT AO snRi rlN1 t neoR6 su a.o ro e.eo The followine reeional conditions apply within tire entire State of Texas: 1. Compensatory mitigation is required at a minimum one -for -one ratio for all special aquatic.site losses that exceed 1/10 acre and require pre -construction notification (PCN), and for all losses to streams that exceed 300 linear feet and require PCN, unless the appropriate District Engineer determines in writing that some other form of mitigation would be more environmentally appropriate and provides a project -specific waiver of this requirement. 2. For all discharges proposed for authorization under nationwide permits (NWP) 3, 6, 7, 12, 14, 18, 19, 25, 27, 29, 39, 40, 41, 42, 43, 44, 51, and 52, into the following habitat types or specific areas, the applicant shall notify the appropriate District Engineer in accordance with the NWP General Condition 31, Pre -Construction Notification (PCN). The Corps of Engineers (Corps), except for the Tulsa District, will coordinate with the resource agencies as specified in N WP General Condition 31(d) (PCN). The habitat types or areas are: a. Pitcher Plant Bogs: Wetlands typically characterized by an organic surface soil layer and include vegetation such as pitcher plants Sarraceni sp.), sundews (Drosera sp.), and sphagnum moss S ha um sp.). b. Bald Cypress -Tupelo Swamps: Wetlands comprised predominantly of bald cypress trees Maxodium distichum , and water tupelo trees (Nvssa a uatica , that are occasionally or regularly flooded by fresh water. Common associates include red maple (Acer rubrum , swamp privet orestiera acuminata , green ash (Fraxinus pcnnsvlvanical and water elm (Planera a uatica). Associated herbaceous species include lizard's tail aururu cemuu , water mermaid weed (Proses spp.), buttonbush (Cephalanthus occidentalis) and smartweed ftlygonum spp.). (Eyre, F. H. Forest Cover Types of the United States and Canada. 1980. Society of American Foresters, 5400 Grosvenor Lane, Bethesda, Maryland 20814-2198. Library of Congress Catalog Card No. 80-54185) 3. For all activities proposed for authorization under NWP 12 that involve a discharge of fill material associated with mechanized land clearing in a forested wetland, the applicant shall notify the appropriate District Engineer in accordance with the NWP General Condition 31 (Pre -Construction Notification) prior to commencing the activity. 4. For all activities proposed for authorization under NWP 16, the applicant shall notify the appropriate District Engineer in accordance with the NWP General Condition 31 (Pre -Construction Notification), and work cannot begin under NWP 16 until the applicant has received written approval from the Corps. NWP Regional Conditions, Texas. 9 March 2012 The followine regional conditions apply only within the Fort Worth District in the State of Texas: 5. For all discharges proposed for authorization under all NWPs, into the area of Caddo Lake within Texas that is designated as a "Wetland of International Importance" under the Ramsar Convention, the applicant shall notify the Fort Worth District Engineer in accordance with the NWP General Condition 31. The Corps will coordinate with the resource agencies as specified in NWP General Condition 31(d) (Pre -Construction Notification). 6. For all discharges proposed for authorization under NWP 43 that occur in forested wetlands, the applicant shall notify the Fort Worth District Engineer in accordance with the General Condition 31 (Pre -Construction Notification). 7. For all discharges proposed for authorization under any nationwide permit in Dallas, Denton, and Tarrant Counties that are within the study area of the "Final Regional Environmental Impact Statement (EIS), Trinity River and Tributaries" (May 1986), the applicant shall meet the criteria and follow the guidelines specified in Section III of the Record of Decision for the Regional EIS, including the hydraulic impact requirements, A copy of these guidelines is available upon request from the Fort Worth District and at the District website www.swfusace.army.mil (select "Permits"). 8. Federal Projects. The applicant shall notify the Forth Worth District Engineer in accordance with the NWP General Condition 31, Pre -Construction Notification (PCN) for any regulated activity where the applicant is proposing work that would result in the modification or alteration of any completed Corps of Engineer projects that are either locally or federally maintained and for work that would occur within the conservation pool or flowage easement of any Corps of Engineers lake project. PCN's cannot be deemed complete until such time as the Corps has made a determination relative to 33 USC Section 408, 33 CFR Part 208, Section 208.10, 33 CFR Part 320, Section 320.4. 9. Invasive and Exotic Species. Best management practices are required where practicable to reduce the risk of transferring invasive plant and animal species to or from project sites. Information concerning state specific lists and threats can be found at: Ut Z//www invasivesneciesinfo gov/unitedstates/tx shtml. Best management practices can be found at: httl2:H%vww.invasivesReciesinfo.gov/toolkit/prevention shtml. Known zebra mussel waters within can be found at: http://nas,er,usgs.6v/gueries/zmbyst.asp. 10. For all discharges proposed for authorization under NWPs 51 and 52, the Corps will provide the PCN to the US Fish and Wildlife Service as specified in NWP General Condition 31(d)(2) for its review and comments, NWP Regional Conditions, Texas. 9 March 2012 The following regional conditions apply only within the Galveston District In the State of Texas: 11. Nationwide permit (NWP) 12 shall not be used to authorize discharges within 500 feet of vegetated shallows and coral reefs; as defined by 40 CFR 230.43 and 230.44 respectfully. Examples include, but not limited to: seagrass beds, oyster reefs, and coral reefs. 12. For all 3-D seismic testing activities proposed for authorization under NWP 6, the applicant shall notify the Galveston District Engineer in accordance with the NWP General Condition 31 (Prc-Construction Notification). The pre -construction notification must state the time period for which the temporary fill is proposed, and must include a restoration plan for the special aquatic sites. 3-D seismic testing will not be authorized under NWP 6 within the Cowardin Marine System, Subtidal Subsystem; as defined by the U.S. Fish and Wildlife, Classification of Wetlands and Deepwater Habitats of the United States, December 1979/Reprinted 1992. 13. All NWPs, except NWP 3, shall not be used to authorize discharges into mangrove marshes. Mangrove marshes are dominated by mangroves (Avicennia sp. and Rhizophora so.). (Preliminary Guide to Wetlands of the Gulf Coastal Plain. 1978. Technical Report - U.S. Army Engineer Waterways Experiment Station: Y-78-5. P.O. Box 631, Vicksburg, Miss. 39180.) 14. All NWPs , except NWP 3, shall not be used to authorize discharges into the following waters of the United States within the coastal zone of Texas: Coastal Dune Swales, "wetlands and other waters of the United States that are formed as depressions within and among multiple beach ridge barriers, dune complexes, or dune areas adjacent to beaches fronting the tidal waters of the Gulf of Mexico and adjacent to the tidal waters of bays and estuaries. Coastal dune swales are generally comprised either of impermeable muds that act as reservoirs which collect precipitation or of groundwater nourished wetlands in sandy soils. As such, they generally have, a high fresh to brackish water table. Vegetation species characteristically found in coastal dune swales include but are not limited to marshhay cordgrass (Sl2artina patens , gulfdune paspalurn (Paspalum monostachypm), bulrush (Sciruus spp.), seashore paspalum um va ing atum), common reed (,Phrapmites australis , groundsel bush accharis halimifolia), rattlebush Sesbania drummondii), camphor weed uchea camphorata), smartweed (Poly op num spp.), water hyssop (Becona monnieri , cattail (Typ a spp.), umbrella sedge (Cyperus spp.), softrush (Juncus spp.), sedge Carex spp.), beakrush (Rlrynclrospora spp.), frog -fruit (Phyla spp.), duckweed (Lemna spp.), buttonweed (Diodiayir ing iana), mist flower (Eupatorium coelestinum), creeping spotflower cmella oppositifolia var. re ens , pennywort (Hvdrocotyle spp.), and bushy bluestem (Androopogon lomeratus ." (U.S. Fish and Wildlife Service, Houston, Texas, and the Texas General Land Office, Austin, Texas). NWP Regional Conditions, Texas. 9 March 2012 15. For all discharges and work proposed in tidal waters under NWPs 14 and 18 the applicant shall notify the Galveston District Engineer in accordance with the NWP General Condition 31 (Pre -Construction Notification). The Corps will coordinate with the National Marine Fisheries Service in accordance with NWP General Condition 31(d) (Pre -Construction Notification). 16. For all work in the San Jacinto River Waste Pits (SJWP) Area of Concern (AOC), authorized under a NWP, requires a waiver from the Galveston District Engineer. The applicant shall notify the Galveston District Engineer (DE) in accordance with the NWP General Condition 31, Pre -Construction Notification (PCN). This PCN shall be used to review the project to determine if it will result in more than minimal effects to the region, and does not lessen the restriction provided by any General Condition of the NWPs. The applicant must receive writtenapproval, including a waiver from the Galveston DE prior to starting work in jurisdictional areas of waters of the United States. 17. The use of NWP 51 and 52 are administratively denied, within the Galveston District boundaries. The following regional conditions apply only within the Albuaueraue District In the State of Texas: 18. Nationwide Permit No. 23 — Approved Categorical Exclusions. Notification to the District Engineer in accordance with General Condition 31 (Pre -Construction Notification) is required for all proposed activities under nationwide permit 23. 19. Nationwide Permit No 27 — Aquatic Habitat Restoration Establishment and Enhancement Activities. For all proposed activities under Nationwide Permit 27 that require Pre -Construction Notification, a monitoring plan commensurate with the scale of the proposed restoration project and. the potential for risk to the aquatic environment must be submitted to the Corps. (See "Guidelines for Nationwide Permit 27 Submittals" at http://wNvw.spa.usace.army.init/regn, 20. Nationwide Permits No. 29 - Residential Developments, and No. 39 — Commercial and Institutional Developments. These permits do not authorize channelization or relocation of any intermittent or perennial water course regardless of size or rate of flow, except when, as determined by the Albuquerque District, the proposed channelization would impact a previously channelized stream reach, or the relocation would result in a net increase in functions of the aquatic ecosystem within the watershed. 21. Activities in Special Aquatic Sites. Including Wetlands. Notification to the District Engineer in accordance with General Condition 31 (Pre -Construction Notification) is required for all proposed impacts that exceed 1/10 acre in special aquatic sites, including wetlands. N WP RegionalConditions, Texas. 9 March 2012 22. Activities in Intermittent and Perennial Streams. Notification to the District Engineer in accordance with General Condition 31 (Pre -Construction Notification) is required for all proposed activities that involve fills greater than 1/10 acre in perennial or intermittent streams and is not covered by other notification requirements. 23. Springs. All nationwide permits require prcconstruction notification pursuant to General Condition 31 for discharges of dredged or fill material within 100 feet of the point of groundwater discharge of natural springs. A spring source is defined as any location where groundwater emanates from a point in the ground and a jurisdictional nexus to another water of the United States. For purposes of this regional condition, springs do not include seeps or other discharges which lack a jurisdictional nexus to another water of the United States. 24. Suitable Fill. Use of broken concrete or used tires formed into bales as fill or bank stabilization material requires notification to the District Engineer in accordance with General Condition 31 (Pre -Construction Notification). Applicants must demonstrate that soft engineering methods utilizing native or non -marinade materials are not practicable (with respect to environment, cost, existing technology, and logistics), before broken concrete or used tires as bales are allowed as suitable fill. 5 September 21, 2012 Nationwide Permit General Conditions The following general conditions must be followed in order for any authorization by an NWP to be valid: 1. Navigation. (a) No activity may cause more than a minimal adverse effect on navigation. (b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, must be installed and maintained at the perniltee's expense on authorized facilities in navigable waters of the United States. (c) The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle movements of those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the activity's primary purpose is to impound water. All permanent and -temporary crossings of watorbodies shall be suitably culveged; bridged, or otherwise designed and constructed to maintain low flows to sustain the movement of those aquatic species. I Spawning Areas. Activities in spawning areas during spawning seasons must be avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g., through excavation, fill, or downstream smothering by substantial turbidity) of an important spawning area are not authorized. 4. Migratory Bird Breeding Areas. Activities in waters of the United States that serve as breeding areas for migratory birds must be avoided to the maximum extent practicable. 5. Shellfish Beds. No activity may occur in areas of concentrated shellfish populations, unless the activity is directly related to a shellfish harvesting activity authorized by NWPs 4 and 48, or is a shellfish seeding or habitat restoration activity authorized by NWP 27. 6. Suitable Material. No activity may use unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic pollutants in toxic amounts (see Section 307 of the Clean Water Act). September 21, 2012 7. Water Supply Intakes. No activity may occur in the proximity of a public water supply intake, except where the activity is for the repair or improvement of public water supply intake structures or adjacent bank stabilization. 8. Adverse Effects From Impoundments. If the activity creates an impoundment of water, adverse effects to the aquatic system due to accelerating the passage of water, and/or restricting its flow must be minimized to the maximum extent practicable. 9. Management of Water Flows. To the maximum extent practicable, the pre -construction course, condition, capacity, and location of open waters must be maintained for each activity, including stream cliannelization and storm water management activities, except as provided below. The activity must be constructed to withstand expected high flows. The activity must not restrict or impede the passage of normal or high flows, unless the primary purpose of the activity is to impound water or manage high flows. The activity may alter the pre -construction course, condition, capacity, and location of open waters if it benefits the aquatic environment (e.g., stream restoration or relocation activities). 10. Fills Within 100-Year Floodplains. The activity must comply with applicable FEMA approved state or local floodplain management requirements. 11. Equipment. Heavy equipment working in wetlands or mudflats must be placed on mats, or other measures must be taken to minimize soil disturbance. 12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark or high tide line, must be. permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work within waters of the United States during periods of low -flow or no -flow. 13. Removal of Temporary Fills. Temporary fills must be removed in their entirety and the affected areas returned to pre -construction elevations. The affected areas must be re -vegetated, as appropriate. 14. Proper Maintenance. Any authorized structure or fill shall be properly maintained, including maintenance to ensure public safety and compliance with applicable NWP general conditions, as well as any activity -specific conditions added by the district engineer to an NW? authorization. 15. Single and Complete Project. The activity must be a single and complete project. The same NWP cannot be used more than once for the same single and complete project. 16, Wild and Scenic Rivers. No activity may occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system while the river is in an official study status, unless the appropriate Federal agency with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River September 21, 2012 designation or study status. Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency responsible for the designated Wild and Scenic River or study river (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service). 17. Tribal Rights. No activity or its operation may impair reserved tribal rights, including, but not limited to, reserved water rights and treaty fishing and hunting rights. 18. Endangered Species. (a) No activity is authorized under any NWP which is likely to directly or indirectly jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will directly or indirectly destroy or adversely modify the critical habitat of such species. No activity is authorized under any NWP which "may affect" a listed species or critical habitat, unless Section 7 consultation addressing the effects of the proposed activity has been completed. (b) Federal agencies should follow their own procedures for complying with the requirements of the ESA. Federal permittees must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The district engineer will review the documentation and determine whether it is sufficient to address ESA compliance for the NWP activity, or whether additional ESA consultation is necessary. (c) Non-federal permittees must submit a pre -construction notification to the district engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the project, or if the project is located in designated critical habitat, and shall not begin work on the activity until notified by the district engineer that the requirements of the ESA have been satisfied and that the activity is authorized. For activities that might affect Federally -listed endangered or threatened species or designated critical habitat, the pre -construction notification must include the name(s) of the endangered or threatened species that might be affected by the proposed work or that utilize the designated critical habitat that might be affected by the proposed work. The district engineer will determine whether the proposed activity "may affect" or will have "no effect" to listed species and designated critical habitat and will notify the non- Federal applicant of the Corps' determination within 45, days of receipt of a complete preconstruction notification. In cases where the non -Federal applicant has identified listed species or critical habitat that might be affected or is in the vicinity of the project, and has so notified the Corps, the applicant shall not begin work until the Corps has provided notification the proposed activities will have "no effect" on listed species or critical habitat, or until Section 7 consultation has been completed. If the non -Federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. September 21, 2012 (d) As a result of formal or informal consultation with the FWS or NMFS the district engineer may add species -specific regional endangered species conditions to the N WPs. (e) Authorization of an activity by a NWP does not authorize the "take" of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the U.S. FWS or the NMFS, The Endangered Species Act prohibits any person subject to the jurisdiction of the United States to take a listed species, where "take" means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct. The word "harm" in the definition of"take" means an act which actually kills or injures wildlife. Such an act may include significant habitat modification or degradation where it actually kills or injures wildlife by significantly impairing essential behavioral patterns, including breeding, feeding or sheltering. (1) Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the U.S. FWS and NMFS or their World Wide Web pages at http://www.fws.gov/ or http://www.fws.gov/ipac and http://www.noaa.gov/fisheries.html respectively. 19. Migratory Birds and Bald and Golden Eagles. The permittee is responsible for obtaining any "take" permits required under the U.S. Fish and Wildlife Service's regulations governing compliance with the Migratory Bird Treaty Act or the Bald and Golden Eagle Protection Act. The permittee should contact the appropriate local office of the U.S. Fish and Wildlife Service to determine if such "take" permits are required for a particular activity. 20. historic Properties. (a) In cases where the district engineer determines that the activity may affect properties listed, or eligible for listing, in the National Register of Historic Places, the activity is not authorized, until the requirements of Section 106 of the National Historic Preservation Act (NHPA) have been satisfied. (b) Federal permittees should follow their own procedures for complying with the requirements of Section 106 of the National Historic Preservation Act. Federal perminces must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The district engineer will review the documentation and determine whether it is sufficient to address section 106 compliance for the NWP activity, or whether additional section 106 consultation is necessary. (c) Non-federal permittees trust submit a pre -construction notification to the district engineer if the authorized activity may have the potential to cause effects to any historic properties listed on, determined to be eligible for listing on, or potentially eligible for listing on the National Register of Historic Places, including previously unidentified properties. For such activities, the pre -construction notification must state which historic properties may be affected by the proposed work or include a vicinity map indicating the location of the historic properties or the potential for the presence of historic properties. Assistance regarding September 21, 2012 information on the location of or potential for the presence of historic resources can be sought from the State Historic Preservation Officer or Tribal Historic Preservation Officer, as appropriate, and the National Register of Historic Places (see 33 CFR 330.4(g)). When reviewing pre -construction notifications, district engineers will comply with the current procedures for addressing the requirements of Section 106 of the National Historic Preservation Act. The district engineer shall make a reasonable and good faith effort to carry out appropriate identification efforts, which may include background research, consultation, oral history interviews, sample field investigation, and field survey. Based on the information submitted and these efforts, the district engineer shall determine whether the proposed activity has the potential to cause an effect on the historic properties. Where the non -Federal applicant has identified historic properties on which the activity may have the potential to cause effects and so notified the Corps, the non -Federal applicant shall not begin the activity until notified by the district engineer either that the activity has no potential to cause effects or that consultation under Section 106 of the NHPA has been completed. (d) The district engineer will notify the prospective permittee within 45 days of receipt of a complete pre -construction notification whether NHPA Section 106. consultation is required. Section 106 consultation is not required when the Corps determines that the activity does not have the potential to cause effects on historic properties (see 36 CFR §800.3(a)). If NHPA section 106 consultation is required and will occur, the district engineer will notify the non - Federal applicant that he or she cannot begin work until Section 106 consultation is completed. if the non -Federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (e) Prospective permittees should be aware that section I l0k of the NHPA (16 U.S.C. 470li- 2(k)) prevents the Corps from granting a permit or other assistance to an applicant who, with intent to avoid the requirements of Section 106 of the NHPA, has intentionally significantly adversely affected a historic property to which the permit would relate, or having legal power to prevent it, allowed such significant adverse effect to occur, unless the Corps, after consultation with the Advisory Council on Historic Preservation (ACHP), determines that circumstances justify granting such assistance despite the adverse effect created or permitted by the applicant. If circumstances justify granting the assistance, the Corps is required to notify the ACHP and provide documentation specifying the circumstances, the degree of damage to the integrity of any historic properties affected, and proposed mitigation. This documentation must include any views obtained from the applicant, SHPO/THPO, appropriate Indian tribes if the undertaking occurs on or affects historic properties on tribal lands or affects properties of interest to those tribes, and other parties known to have a legitimate interest in the impacts to the permitted activity on historic properties. 21. Discovery of Previously Unknown Remains and Artifacts. If you discover any previously unknown historic, cultural or archeological remains and artifacts while accomplishing the activity authorized by this permit, you must immediately notify the district engineer of what you have found, and to the maximum extent practicable, avoid construction activities that may affect the remains and artifacts until the required coordination has been completed. The district engineer will initiate the Federal, Tribal and state coordination required to determine if the items September 21, 2012 or remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 22. Designated Critical Resource Waters. Critical resource waters include, NOAA managed marine sanctuaries and marine monuments, and National Estuarine Research Reserves. The district engineer may designate, after notice and opportunity for public comment, additional waters officially designated by a state as having particular environmental or ecological significance, such as outstanding national resource waters or state natural heritage sites. The district engineer may also designate additional critical resource waters after notice and opportunity for public comment. (a) Discharges of dredged or fill material into waters of the United States are not authorized by N WPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49, 50, 51, and 52 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters. (b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38, notification is required in accordance with general condition 31, for any activity proposed in the designated critical resource waters including wetlands adjacent to those waters. The district engineer may authorize activities under these NWPs only after it is determined that the impacts to the critical resource waters will be no more than minimal. 23. Mitigation. The district engineer will consider the following factors when determining. appropriate and practicable mitigation necessary to ensure that adverse effects on the aquatic environment are minimal: (a) The activity must be designed and constructed to avoid and minimize adverse effects, both temporary and permanent, to waters of the United States to the maximum extent practicable at the project site (i.e., on site). (b) Mitigation in all its forms (avoiding, minimizing, rectifying, reducing, or compensating for resource losses) will be required to the extent necessary to ensure that the adverse effects to the aquatic environment are minimal. (c) Compensatory mitigation at a minimum one -for -one ratio will be required for all wetland losses that exceed 1/10-acre and require pre -construction notification, unless the district engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse effects of the proposed activity are minimal, and provides a project -specific waiver of this requirement. For wetland losses of 1/10-acre or less that require pre -construction notification, the district engineer may determine on a case -by - case basis that compensatory mitigation is required to ensure that the activity results in minimal adverse effects on the aquatic environment. Compensatory mitigation projects provided to offset losses of aquatic resources must comply with the applicable provisions of 33 CFR part 332. September 21, 2012 (1) The prospective permittee is responsible for proposing an appropriate compensatory mitigation option if compensatory mitigation is necessary to ensure that.the activity results in minimal adverse effects on the aquatic environment. (2) Since the likelihood of success is greater and the impacts to potentially valuable uplands are reduced, wetland restoration should be the first compensatory mitigation option considered. (3) If pennittee-responsible mitigation is the proposed option, the prospective permittee is responsible for submitting a mitigation plan. A conceptual or detailed mitigation plan may be used by the district engineer to make the decision on the N WP verification request, but a final mitigation plan that addresses the applicable requirements of 33 CFR 332.4(c)(2) — (14) must be approved by the district engineer before the permittee begins work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation (see 33 CFR 332.3(k)(3)). (4) If mitigation bank or in -lieu fee program credits are the proposed option, the mitigation plan only needs to address the baseline conditions at the impact site and the number of credits to be provided. (5) Compensatory mitigation requirements (e.g., resource type and amount to be provided as compensatory mitigation, site protection, ecological performance standards, monitoring requirements) maybe addressed through conditions added to the N WP authorization, instead of components of a compensatory mitigation plan. (d) For losses of streams or other open waters that require pre -construction notification, the district engineer may require compensatory mitigation, such as stream rehabilitation, enhancement, or preservation, to ensure that the activity results in minimal adverse effects on the aquatic environment. (e) Compensatory mitigation will not be used to increase the acreage losses allowed by the acreage limits of the NWPs. For example, if an NWP has an acreage limit of 1/2-acre, it cannot be used to authorize any project resulting in the loss of greater than 1/2-acre of waters of the United States, even if compensatory mitigation is provided that replaces or restores some of the lost waters. However, compensatory mitigation can and should be used, as necessary, to ensure that a project already meeting the established acreage limits also satisfies the minimal impact requirement associated with the NWPs. (f) Compensatory mitigation plans for projects in or near streams or other open waters will normally include a requirement for the restoration or establishment, maintenance, and legal protection (e.g,, conservation easements) of riparian areas next to open waters. In some cases, riparian areas may be the only compensatory mitigation required. Riparian areas should consist of native species. The width of the required riparian area will address documented water quality or aquatic habitat loss concerns. Normally, the riparian area will be 25 to 50 feet wide on each side of the stream, but the district engineer may require slightly wider riparian September 21, 2012 areas to address documented water quality or habitat loss concerns. If it is not possible to establish a riparian area on both sides of a stream, or if the waterbody is a lake or coastal waters, then restoring or establishing a riparian area along a single bank or shoreline may be sufficient. Where both wetlands and open waters exist on the project site, the district engineer will determine the appropriate compensatory mitigation (e.g., riparian areas and/or wetlands compensation) based on what is best for the aquatic environment on a watershed basis. In cases where riparian areas are determined to be the most appropriate form of compensatory mitigation, the district engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland losses. (g) Permittees may propose the use of mitigation banks, in -lieu fee programs, or separate pennittee-responsible mitigation. For activities resulting in the loss of marine or estuarine resources, permittee-responsible compensatory mitigation may be environmentally preferable if there are no mitigation banks or in -lieu fee programs in the area that have marine or estuarine credits available for sale or transfer to the permittee. For permittee-responsible mitigation, the special conditions of the NWP verification must clearly indicate the party or parties responsible for the implementation and performance of the compensatory mitigation project, and, if required, its long-term management. (h) Where certain functions and services of waters of the United States are permanently adversely affected, such as the conversion of a forested or scrub -shrub wetland to an herbaceous wetland in a permanently maintained utility line right-of-way, mitigation may be required to reduce the adverse effects of the project to the minimal level. 24. Safety of Impoundment Structures. To ensure that all impoundment structures are safely designed, the district engineer may require non -Federal applicants to demonstrate that the structures comply with established state dam safety criteria or have been designed by qualified persons. The district engineer may also require documentation that the design has been independently reviewed by similarly qualified persons, and appropriate modifications made to ensure safety. 25. Water Quality. Where States and authorized Tribes, or EPA where applicable, have not previously certified compliance of an NWP with CWA Section 401, individual 401 Water Quality Certification must be obtained or waived (see 33 CFR 330.4(c)). The district engineer or State or Tribe may require additional water quality management measures to ensure that the authorized activity does not result in more than minimal degradation of water quality. 26. Coastal Zone Management. In coastal states where an NWP has not previously received a state coastal zone management consistency concurrence, an individual state coastal zone management consistency concurrence must be obtained, or a presumption of concurrence must occur (see 33 CFR 330.4(d)). The district engineer or a State may require additional measures to ensure that the authorized activity is consistent with state coastal zone management requirements. September 21, 2012 27. Regional and Case -By -Case Conditions. The activity must comply with any regional conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state, Indian Tribe, or U.S. EPA in its section 401 Water Quality Certification, or by the state in its Coastal Zone Management Act consistency determination. 28. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and complete project is prohibited, except when the acreage loss of waters of the United States authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit. For example, if a road crossing over tidal waters is constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters of the United States for the total project cannot exceed 1/3-acre. 29. Transfer of Nationwide Perrnit Verifications. If the permittee sells the property associated with a nationwide permit verification, the permittee may transfer the nationwide permit verification to the new owner by submitting a letter to the appropriate Corps district office to validate the transfer. A copy of the nationwide permit verification must be attached to the letter, and the letter must contain the following statement and signature: "When the structures or work authorized by this nationwide permit are still in existence at the time the property is transferred, the terms and conditions of this nationwide permit, including any special conditions, will continue to be binding on the new owner(s) of the property. To validate the transfer of this nationwide permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below." (Transferee) (Date) 30. Compliance Certification. Each permittee who receives an NWP verification letter from the Corps must provide a signed certification documenting completion of the authorized activity and any required compensatory mitigation. The success of any required permittee responsible mitigation, including the achievement of ecological performance standards, will be addressed separately by the district engineer. The Corps will provide the permittee the certification document with the NWP verification letter. The certification document will include: (a) A statement that the authorized work was done in accordance with the NWP authorization, including any general, regional, or activity -specific conditions; (b) A statement that the implementation of any required compensatory mitigation was completed in accordance with the permit conditions. If credits from a mitigation bank or in - lieu fee program are used to satisfy the compensatory mitigation requirements, the certification must include the documentation required by 33 CFR 332.3(1)(3) to confirm that the permittee secured the appropriate number and resource type of credits; and September 21, 2012 (c) The signature of the permittee certifying the completion of the work and mitigation. 31. Pre -Construction Notification. (a) Thnine. Where required by the terns of the NW, the prospective permittee must notify the district engineer by submitting a pre -construction notification (PCN) as early as possible. The district engineer must determine if the PCN is complete within 30 calendar days of the date of receipt and, if the PCN is determined to be incomplete, notify the prospective permittee within that 30 day period to request the additional information necessary to make the PCN complete. The request must specify the infonnation needed to make the PCN complete. As a general rule, district engineers will request additional information necessary to make the PCN complete only once. However, if the prospective permittee does not provide all of the requested information, then the district engineer will notify the prospective pennittee that the PCN is still incomplete and the PCN review process will not commence until all of the requested information has been received by the district engineer. The prospective permitter shall not begin the activity until either: (1) He or she is notified in writing by the district engineer that the activity may proceed under the NWP with any special conditions imposed by the district or division engineer; or (2) 45 calendar days have passed from the district engineer's receipt of the complete PCN and the prospective permittee has not received written notice from the district or division engineer. However, if the permittee was required to notify the Corps pursuant to general condition 18 that listed species or critical habitat might be affected or in the vicinity of the project, or to notify the Corps pursuant to general condition 20 that the activity may have the potential. to cause effects to historic properties, the permittee cannot begin the activity until receiving written notification from the Corps that there is "no effect" on listed species or "no potential to cause effects" on historic properties, or that any consultation required under Section 7 of the Endangered Species Act (see 33 CFR 330.4(t)) and/or Section 106 of the National Historic Preservation (see 33 CFR 330.4(g)) has been completed. Also, work cannot begin under NWPs 21, 49, or 50.until the permittee has received written approval from the Corps. If the proposed activity requires a written waiver to exceed specified limits of an N WP, the permittee may not begin the activity until the district engineer issues the waiver. If the district or division engineer notifies the permittee in writing that an individual permit is required within 45 calendar days of receipt of a complete PCN, the pennittee cannot begin the activity until an individual permit has been obtained. Subsequently, the pennittee's right to proceed under the N WP may be modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). (b) Contents of Pre -Construction Notification: The PCN must be in writing and include the following information: (1) Name, address and telephone numbers of the prospective pennittee; 10 (3) A description of the proposed project; the project's purpose; direct and indirect adverse environmental effects the project would cause, including the anticipated amount of loss of water of the United States expected to result from the NWP activity, in acres, linear feet, or other appropriate unit of measure; any other NWP(s), regional general pennit(s), or individual permit(s) used or intended to be used to authorize any pail of the proposed project or any related activity. The description should be sufficiently detailed to allow the district engineer to determine that the adverse effects of the project will be minimal and to determine the need for compensatory mitigation. Sketches should be provided when necessary to show that the activity complies with the terns of the NWP. (Sketches usually clarify the project and when provided results in a quicker decision. Sketches should contain sufficient detail to provide an illustrative description of the proposed activity (e.g., a conceptual plan), but do not need to be detailed engineering plans); (4) The PCN must include a delineation of wetlands, other special aquatic sites, and other waters, such as lakes and ponds, and perennial, intermittent, and ephemeral streams, on -the project site. Wetland delineations must be prepared in accordance with the current method required by the Corps. The permittee may ask the Corps to delineate the special aquatic sites and other waters on the project site, but there may be a delay if the Corps does the delineation, especially if the project site is large or contains many waters of the United.States. Furthermore, the 45 day period will not start until the delineation has been submitted to or completed by the Corps, as appropriate; (5) If the proposed activity will result in the loss of greater than 1/1 O-acre of wetlands and a PCN is required, the prospective permittee must submit a statement describing how the mitigation requirement will be satisfied, or explaining why the adverse effects are minimal and why compensatory mitigation should not be required. As an alternative, the prospective permittee may submit a conceptual or detailed mitigation plan. (6) If any listed species or designated critical habitat might be affected or is in the vicinity of the project, or if the project is located in designated critical habitat, for non -Federal applicants the PCN must include the name(s) of those endangered or threatened species that might be affected by the proposed work or utilize the designated critical habitat that may be affected by the proposed work. Federal applicants must provide documentation demonstrating compliance with the Endangered Species Act; and (7) For an activity that may affect a historic property listed on, determined to be eligible for listing on, or potentially eligible for listing on, the National Register of Historic Places, for non -Federal applicants the PCN must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of tine historic property. Federal applicants must provide documentation demonstrating compliance with Section 106 of the National Historic Preservation Act. 11 ' September 21, 2612 (c) Form of Pre -Construction Notification: The standard individual permit application form (Form ENG 4345) may be used, but the completed application fomi must clearly indicate that it is a PCN and must include all of the information required in paragraphs (b)(1) through (7) of this general condition. A letter containing the required information may also be used. (d) Agency Coordination: (1) The district engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the project's adverse environmental effects to a minimal level. (2) For all NWP activities that require pre -construction notification and result in the loss of greater than 1/2-acre of waters of the United States, for NWP 21, 29, 39, 40, 42, 43, 44, 50, 51, and 52 activities that require pre -construction notification and will result in the loss of greater than 300 linear feet of stream bed, and for all NWP 48 activities that require pre-consttuction notification, the district engineer will immediately provide (e.g., via e-mail, facsimile transmission, overnight mail, or other expeditious manner) a copy of the complete PCN to the appropriate Federal or state offices (U.S. FWS, state natural resource or water quality agency, EPA, State Historic Preservation Officer (SHPO) or Tribal Historic Preservation Office (THPO), and, if appropriate, the NMFS). With the exception of NWP 37i these agencies will have 10 calendar days from the date the material is transmitted to telephone or fax the district engineer notice that they intend to provide substantive, site -specific comments. The comments must explain why the agency believes the adverse effects will be more than minimal. If so contacted by an agency, the district engineer will wait an additional 15 calendar days before making a decision on the pre -construction notification. The district engineer will fully consider agency comments received within the specified time frame concerning the proposed activity's compliance with the terms and conditions of the NWPs, including the need for mitigation to ensure the net adverse environmental effects to the aquatic environment of the proposed activity are minimal. The district engineer will provide no response to the resource agency, except as provided below. The district engineer will indicate in the administrative record associated with each pre -construction notification that the resource agencies' concerns were considered. For NWP 37, the emergency watershed protection and rehabilitation activity may proceed immediately in cases where there is an unacceptable hazard to life or a significant loss of property or economic hardship will occur. The district engineer will consider any comments received to decide whether the NWP 37 authorization should be modified, suspended, or revoked in accordance with the procedures at 33 CFR 330.5. (3) In cases of where the prospective permittee is not a Federal agency, the district engineer will provide a response to NMFS within 30 calendar days of receipt of any Essential Fish Habitat conservation recommendations, as required by Section 305(b)(4)(B) of the Magnuson -Stevens Fishery Conservation and Management Act. (4) Applicants are encouraged to provide the Corps with either electronic files or multiple copies of pre -construction notifications to expedite agency coordination. 12 September 21, 2012 District Enaincer's Decision 1. In reviewing the PCN for the proposed activity, the district engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest. For a linear project, this determination will include an evaluation of the individual crossings to determine whether they individually satisfy the terns and conditions of the NWP(s), as well as the cumulative effects caused by all of the crossings authorized by NWP. If an applicant requests a waiver of the 300 linear foot limit on impacts to intermittent or ephemeral streams or of an otherwise applicable limit, as provided for in NWPs 13, 21, 29, 36, 39, 40, 42, 43, 44, 50, 51 or 52, the district engineer will only grant the waiver upon a written determination that the NWP activity will result in minimal adverse effects. When making minimal effects determinations the district engineer will consider the direct and indirect effects caused by the NWP activity. The district engineer will also consider site specific factors, such as the environmental setting in the vicinity of the NWP activity, the type of resource that will be affected by the NWP activity, the functions provided by the aquatic resources that will be affected by the NWP activity, the degree or magnitude to which the aquatic resources perform those functions, the extent that aquatic resource functions will be lost as a result of the NWP activity (e.g., partial or complete loss), the duration of the adverse effects (temporary or permanent), the importance of the aquatic resource functions to the region (e.g., watershed or ccoregion), and mitigation required by the district engineer. If an appropriate functional assessment method is available and practicable to use, that assessment method may be used by the district engineer to assist in the minimal adverse effects determination. The district engineer may add case -specific special conditions to the NWP authorization to address site -specific environmental concerns. 2. If the proposed activity requires a PCN and will result in a loss of greater than 1/10-acre of wetlands, the prospective permittee should submit a mitigation proposal with the PCN. Applicants may also propose compensatory mitigation for projects with smaller impacts. The district engineer will consider any proposed compensatory mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects to the aquatic environment of the proposed activity are minimal. The compensatory mitigation proposal may be either conceptual or detailed. If the district engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse effects on the aquatic environment are minimal, after considering mitigation, the district engineer will notify the permittee and include any activity -specific conditions in the NWP verification the district engineer deems necessary. Conditions for compensatory mitigation requirements must comply with the appropriate provisions at 33 CFR 332.3(k). The district engineer must approve the final mitigation plan before the permittee commences work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation. If the prospective permittee elects to submit a compensatory mitigation plan with the PCN, the district engineer will expeditiously review the proposed compensatory mitigation plan. The district engineer must review the proposed compensatory mitigation plan within 45 calendar days of receiving a complete PCN and determine whether the proposed mitigation would ensure no more than minimal adverse effects on the aquatic environment. If the net adverse effects of the project on the aquatic environment (after consideration of the compensatory mitigation proposal) are 13 September 21, 2012 detenmined by the district engineer to be minimal, the district engineer will provide a timely written response to the applicant. The response will state that the project can proceed under the terns and conditions of the NWP, including any activity -specific conditions added to the NWP authorization by the district engineer. 3. If the district engineer determines that the adverse effects of the proposed work are more than minimal, then the district engineer will notify the applicant either: (a) that the project does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an individual permit; (b) that the project is authorized under the NWP subject to the applicant's submission of a mitigation plan that would reduce the adverse'effects on the aquatic environment to the minimal level; or (c) that the project is authorized under the NWP with specific modifications or conditions. Where the district engineer determines that mitigation is required to ensure no more than minimal adverse effects occur to the aquatic environment, the activity will be authorized within the 45-day PCN period, with activity -specific conditions that state the mitigation requirements. The authorization will include the necessary conceptual or detailed mitigation or a. requirement that the applicant submit a mitigation plan that would reduce the adverse effects on the aquatic environment to the minimal level. When mitigation is required, no work in waters of the United States may occur until the district engineer has approved a specific mitigation plan or has determined that prior approval of a final mitigation plan is not practicable or not necessary to ensure timely completion of die required compensatory mitigation. 14 6MA Attaclunent 1 Conditions of Section 401 Certification for Nationwide Permits and General Conditions Erosion control and sediment control BMPs described in Attachment 2 are required with the use of this general.conditiou. If the applicant does not choose one of the BMPs listed in Attachment 2, an individual 401 certification Is required, General Condition 25 (WitterQuality) Post -construction total suspended solids MS) BMPs described in Attachment 2 are required with the use of this general condition. If the applicant does not choose one of the BMP's listed in Attachment 2, an individual 401 certification is required. Bridge deck runoff is exempt from this requirement. General Condition 2R (Mitigation) The U.S, Army Corps of Engineers will copy the TCEQ on all mitigation waivers sent to applicants. NWPs 1A. 20, Ae. ao. 41, 42, aA. 44. so. 51. t,2 The U.S. Army Corps of Engineers will copy the TCEQ on all written approvals of waivers for impacts to ephemeral, intermittent or perennial streams. All NWPs except for NWP 9 These NWPs are not authorized for use in coastal dune swales in Texas. NWP g (Maintenance) Soil Erosion and Sediment Controls under General Condition 12 are required. NWP 6 (Survey Activities) Soil Erosion and Sediment Controls under General Condition 12 are required. NW? 7 (Outfall Structures and Associated Intake Structures) Soil Erosion and Sediment Controls under General Condition 12 are required. NWP 12 (Utility Line Activities) Soil Erosion and Sediment Controls under General Condition 12 are required. Post -construction TSS controls under General Condition 25 aro required. NWP 1A (Bank Stabilization) Soil Erosion and Sediment Controls under General Condition 12 are required, Revised April 6, =12 Page i of 4 NWP z4 (Linear Transportation Projects) Soil Erosion and Sediment Controls under General Condition 12 are required. Post -construction TSS controls under General Condition 25 are required. NWP is (U.S. Coast Guard Approved Bridges) Soil Erosion and Sediment Controls under General Condition 12 are required. NWP 16 (Return Water From Upland Contained Disposal Areas) Activities that would be regulated under Standard Industrial Classification (SIC) codes 1442 and 1446 (industrial and construction sand and gravel mining ) are not eligible for this NWP. Effluent from an upland contained disposal area shall not exceed a TSS concentration of Soo mg/L unless a site -specific TSS limit, or a site specific correlation curve for turbidity (nephelometric turbidity units (NTU)) versus (TSS) has been approved by TCEQ. NWP v (Hydropower Projects) Soil Erosion and Sediment Controls under General Condition 12 are required. Post -construction TSS controls under General Condition 25 are required. NWP 18 (Minor Discharges) Soil Erosion and Sediment Controls under General Condition 12 are required. Post -construction TSS controls under General Condition 25 are required. NW P io (Minor Dredging) Soil Erosion and Sediment Controls under General Condition 12 are required. NWP 21(Surface Coal Miri ng Operations) Soil Erosion and Sediment Controls under General Condition 12. are required. Post -construction TSS controls under General Condition 25 are required. NWP 22 (Removal of Vessels) Soil Erosion and Sediment Controls under General Condition 12 are required. NWP 2S (Structural Discharges) Soil Erosion and Sediment Controls under General Condition 12 are required. NWP 27 (Aquatic Habitat Restoration Establishment, and Enhancement Activities) Soil Erosion and Sediment Controls under General Condition 12 are required. Revised April 6, 2012 Page 2 of 4 �'Yd1EMe� r Attachment 1 Conditions of Section 401 Certification for Nation-wide Permits and General Conditions NWP 2Q (Residential Developments) Soil Erosion and Sediment Controls under General Condition 12 are requited. Post -construction TSS controls tinder General Condition 25 are required. MWP 30 (Moist Soil Management for Wildlife Soil Erosion and Sediment Controls under General Condition 12 are required. NWP ,ii (Maintenance of Existing Flood CnntroI racilitia ) Soil Erosion and Sediment Controls under General Condition 12 are required. Post -construction TSS controls under General Condition 25. are required. . NWP n (Completed Enforcement Actions) Soil Erosion and Sediment Controls under General Condition 12 are required. NWP get (Temnora Construction Access -and Dewat riW Soil Erosion and Sediment Controls under General Condition 12 are required. NWP .t6 (Boat Ramps) The O.S. Army Corps of Engineers will copy the TCEQ on all written waivers for discharges greater than the 5o cubic yard limit or boat ramps greater than 20 feet in width. Soil Erosion and Sediment Controls under General Condition 12 are required, Post -construction TSS controls under General Condition 25 are required. NWP n7 (Emergency Watershed Protectirn, and Rehabilitation) Soil Erosion and Sediment Controls under General Condition 12 are required. NWP 48 (Cleanup of Hazardous and Toidc Waste) Soil Erosion and Sediment Controls under General Condition 12 are required. NWP Rq (Commercial and Institutional Developments) Soil Erosion and Sediment Controls under General Condition 12 are requited. Post -construction TSS controls under General Condition 25 are required. NWP ao (Agricultural Activities) Soil Erosion and Sediment Controls under General Condition 12 are required. Post -construction TSS controls under General Condition 25 are required. Revised April 6, 2012 Page 3 of 4 yg r �M6Nt� Attachment x Conditions of Section 401 Certification for Nationwide Permits and General Conditions NWP 41(Reshaping Existing Drainage Ditches) Soil Erosion and Sediment Controls under General Condition 12 are required. Post -construction TSS controls under General Condition 25 are required. NWP 42 (Recreational Facilities) Soil Erosion and Sediment Controls under General Condition 12 are required. Post -construction TSS controls under General Condition 25 are required. NWP 4s (Stormwater Management Facilities) Soil Erosion and Sediment Controls under General Condition 12 are required. NWP 44 (Mining Activities) Soil Erosion and Sediment Controls under General Condition 12 are required. Post -construction TSS controls under General Condition 25 are required. NWT 4r; (Repair of Uplands Damaged by Discrete Events) Soil Erosion and Sediment Controls under General Condition 12 are required. Post -construction TSS controls under General Condition 25 are required. NWP 46 (Discharges in Ditches) Soil Erosion and Sediment Controls under General Condition 12 are required. NWP 49 (Coal RemininyAetivities) Soil Erosion and Sediment Controls under General Condition 12 are required. Post -construction TSS controls under General Condition 25 are required. XM 5o (underground Coal Mining Activities) Soil Erosion and Sediment Controls under General Condition 12 are required: Post -construction TSS controls under General Condition 25 are required.. NWP .i (Land -Based Renewal Energy Generation Facilities) Soil Erosion and Sediment Controls under General Condition 12 are required. Post -construction TSS controls under General Condition 25 are required. 11�. i • ''�.RIM =._i • _• �191 Soil Erosion and Sediment Controls under General Condition 12 are required. Post -construction TSS controls under General Condition 25 are required. Revised April 6, 2012 Page 4 of 4 A.ttaebauent 2 401 Water Quality Certification Best Management Practices (BMPs) for Nationwide Permits Below are the 401 water quality certification conditions the Texas Commission on Environmental Quality (TCEQ) added to the February 21, 2012 issuance of Nationwide Permits (NWP), as described in the Federal Register (Vol. 77, No. 34, pages 10184-10290). Addltional information regarding these conditions, including descriptions of the best management practices (BMPs), can be obtained from the TCEQ by contacting the 401 Coordinator, MC-150, P.O. Box 13087, Austin, Texas 78711-3087 or from the appropriate U.S. Army Corps of hngineers district office. Disturbed areas must be stabilized to prevent the introduction of sediment to adjacent wetlands or water bodies during wet weather conditions (erosion). At least one of the following BMPs must be maintained and remain in place until the area has been stabilized for NWPs 3, 6, 7,12, 13,14,15,17,18,19, 21, 22, 25, 27, 29, 30, 31, 32, 33, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 49, 50, 51, and 52. If the applicant does not choose one of the BMPs listed, an individual 401 certification is required. BMPs for NWP 52 apply only to land -based Impacts from attendant features. o Temporary Vegetation o Mulch o Interceptor Swale o Erosion Control Compost o Compost Filter Socks II. Sedimentation Control o Blankets/Matting o Sod o Diversion Dike o Mulch Filter Socks Prior to project initiation, the project area must be isolated from adjacent wetlands and water bodies by the use of BMPs to confine sediment. Dredged material shall be placed in such a manner that prevents sediment runoff into water in the state, including wetlands. Water bodies can be isolated bythe.use of one or more of the required BMPs identified for sedimentation control. These BMP's must be maintained and remain in place until the dredged material is stabilized. At least one of the following BMPs must be maintained and remain in place until the area has.been stabilized for NWPs 3, 6, 7,12,13, 14,15, 17, 18,19, 21, 22, 25, 27, 29, 30, 31, 32, 33, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 49, 50, 51, and 52. If the applicant does not choose one of the BMPs listed, an individual 401 certification is required. BMPs for NWP 52 apply only to land -based impacts from attendant features. o Sand Bag Berm o Silt Fence o Rock Berm o Hay Bale Dike Revised Apra 5, 2012 Page i of 6tR Attachment 2 401 Water Quality Certification Best Management Practices (BMPs) for Natiomvide Permits o Triangular Filter Dike o Stone Outlet Sediment Traps o Erosion Control Compost o Compost Filter Socks o Brush Berms o Sediment Basins o Mulch Filter Socks After construction has been completed and the site is stabilized, total suspended solids (TSS) loadings shall be controlled by at least one of the following BMPs for NWPs 12,14, 17, 18,21, 29, 31, 36, 39,.40, 41, 42, 44, 45, 49, 50,.51, and 52. If the applicant does not choose one of the BMPs listed, an individual 401 certification is required. BMPs for NWP 52 apply only to land -based impacts from attendant features. Runoff from bridge decks has been exempted from the requirement for post construction TSS controls. o Retention/Irrigation Systems o Extended Detention Basin o Vegetative Filter Strips o Grassy Swales o Erosion Control Compost o Compost Filter Socks o Constructed Wetlands o Wet Basins o Vegetation lined drainage ditches o Sand Filter Systems o Mulch Filter Socks o Sedimentation Chambers" " Only to be used when thereis no space available for other approved BMPs. Effluent from an upland contained disposal area shall not exceed a TSS concentration of 300 mg/L unless a site -specific TSS limit,.or a site specific correlation curve for turbidity (nephelomethic turbidity units (NTln) versus (TSS) has been approved by TCEQ. The Corps will copy the TCEQ on all authorizations for impacts of greaterthan 300linear feet of intermittent and ephemeral streams. RevtwdApr116, 2oi2 Page 2 of3 �^2lENf � Attachment 2 401 Water Quality Certification Best Management Practices (BMPs) for Natiotnride Permits VI. NWP igand 41 The Corps will copy the TCEQ on all authorizations for impacts greater than Soo linear feet in length of ephemeral, intermittent, perennial streams or drainage ditches. V1I. NWP 36 The Corps will copy the TCEQ on all authorizations for discharges greater than the So cubic yard limit or boat ramps greater than 20 feet in width. VIII. All NWPs except NWP a These NWPs are not authorized for use In coastal dune swales in Texas. Revised April g, 2= P89e 3 e f3 NWP Permit Description Erosion Sediment Post Control Control Construction TSS 1 Aid to Navigation 2 Structures in Artificial Canals 3 Maintenance X X 4 Fish and Wildlife Harvesting, Enhancement and Attraction Devices and Activities 5 Scientific Measurement Devices 6 Survey Activities *Trenching X X 7 Outfall Structures and Associated Intake X X Structures 8 Oil and Gas Structures on the Outer Continental Shelf 9 Structures In Fleeting and Anchorage Areas 10 Mooring Buoys 11 Temporary Recreational Structures ' 12 Utility Une Activities X X X 13 Bank Stabilization X X 14 Linear Transportation Projects X X X 15 U,S. Coast Guard Approved Bridges X X 16 Return Water From Upland Contained Disposal Areas 17 Hydropower Projects X X X i8 Minor Discharges X X X 19 Minor Dredging X X 20 Response Operations for Oil and Hazardous Substances 21 Surface Coal Mining Operations X X X 22 Removal of Vessels X X Revisal April S, 2012 Pogo 1 or 3 ° e � Attaclvnent :3 Refererr.ce to Nationwide Permits Best Mariagerrient Practices Requirements NWP Permit Description Erosion Control Sediment Control Post Construction TSS 23 Approved Categorical Exclusions 24 Indian Tnbe or State Administered Section 404 Programs 25 Structural Discharges X -X 26 [Reserved] 27 Aquatic Habitat Restoration, Establishment, and Enhancement Activities X X 28 Modifications of Existing Marinas 29 Residential Developments X X X 30 Moist Soil Management for Wildlife X X 31 Maintenance of Existing Flood Control Facilities X X X 32 Completed Enforcement Actions X X 33 Temporary Construction, Access and Dewatering X X 34 Cranberry Production Activities 35 Maintenance Dredging of Existing Basins 36 Boat Ramps X X X 37 Emergency Watershed Protection and . Rehabilitation X X 38 Cleanup of Hazardous and Toide Waste X X 39 Commercial and Institutional Developments X X X 40 Agricultural Activities X X X 41 Reshaping Existing Drainage Ditches X X X 42 Recreational Facilities X X X 43 Stormwater Management Facilities X X 44 Mining Activities X X X Revised April S, 2012 Page 2 or 3 '�crtrl. Attaclnnent 3 Reference to Nationwide Permits Best Management Practlees Requirements NWP Permit Description Erosion Sediment Post Control Control Construction TSS 45. Repair of Uplands Damaged by Discrete X X X Events 46. Discharges in Ditches X X 47. [Reserved] 48. Existing Commercial Shellfish Aquaculture Activities 49• Coal ReminingAetivities X X X 5e. Underground Coal Mining Activities X X X 51. land -Based Renewable Energy Generation X X X Facilities 52. Water -Based Renewable Energy Generation X X X Pilot Projects Redsod Ar dl 3, 2012 Pago 3 of 3 EROSION CONTROL BMPs Temporary Vegetation Description: Vegetation can be used as a temporary or permanent stabilization technique for areas disturbed by construction. Vegetation effectively reduces erosion in swales, stockpiles, berms, mild to medium slopes, and along roadways. Other techniques such as matting, mulches, and grading may be required to assist in the establishment of vegetation. Materials: • The type of temporary vegetation used on a site is a function of the season and the availability of water for irrigation. • Temporary vegetation should be selected appropriately for the area. • County agricultural extension agents are a good source for suggestions for temporary vegetation. • All seed should be high quality, U.S. Dept. of Agriculture certified seed. Installation: • Grading must be completed prior to seeding. • Slopes should be minimized. • Erosion control structures should be installed, • Seedbeds should be well pulverized, loose, and uniform. • Fertilizers should be applied at appropriate rates. • Seeding rates should be applied as recommended by the county agricultural extension agent. • The seed should be applied uniformly. • Steep slopes should be covered with appropriate soil stabilization matting. Blankets and Matting Description: Blankets and matting material can be used as an aid to control erosion on critical sites during the establishment period of protective vegetation. The most common uses are in channels, interceptor swales, diversion dikes, short, steep slopes, and on tidal or stream banks.. Rovised April 5, 2012 POP r of 30 I. Description of : Ts Matex-lals: New types of blankets and matting materials are continuously being developed. The Texas Department of Transportation (TxDOT) has defined. the critical performance factors for these types of products and has established minimum performance standards which must be met for any product seeking to. be approved for use within any of TxDOT's construction or maintenance activities. The products that have been approved by TxDOT are also appropriate for general construction site stabilization. TxDOT maintains a web site at http://www.txdot.gov/business/doing-j)ustness/productevaluation/erosion_control.htm which is updated as new products are evaluated. Installation: • Install in accordance with the manufacturer's recommendations. • Proper anchoring of the material. • Prepare a friable seed bed relatively free from clods and rocks and any foreign material. • Fertilize and seed in accordance with seeding or other type of planting plan: • Erosion stops should extend beyond the channel liner to full design cross-section of the channel. • A uniform trench perpendicular to line of flow may be dug with a spade or a mechanical trencher. • Erosion stops should be deep enough to penetrate solid material or below level of ruling in sandy soils. • Erosion stop mats should be wide enough to allow turnover at bottom of trench for stapling, while maintaining the top edge flush with channel surface. Mulch Description: Mulching is the process of applying a material to the exposed soil surface to protect it from erosive forces and to conserve soil moisture until plants can become established. When seeding critical sites, sites with adverse soil conditions or seeding on other than optimum seeding dates, mulch material should be applied immediately after seeding. Seeding during optimum seeding dates and with favorable soils and site conditions will not need to be mulched.' Mateiialsr • Mulch may be small grain straw which should be applied uniformly. • On slopes 15 percent or greater, a binding chemical must be applied to the surface. Revised AprU g, 2012 Pago 2 of 30 r Attaehrnent a Description of BMPs • Wood -fiber or paper -fiber mulch may be applied by hydroseeding. • Mulch nettings may be used. • Wood chips may be used where appropriate. Installation: Mulch anchoring should be accomplished immediately after mulch placement. This may be done by one of the following methods: peg and twine, mulch netting, mulch anchoring too], or liquid mulch binders. W-1 Description: Sod is appropriate for disturbed areas which require immediate vegetative covers, or where sodding is preferred to other means of grass establishment. Locations particularly suited to stabilization with sod are waterways carrying intermittent flow, areas around drop inlets or in grassed swales, and residential or commercial lawns where quick use or aesthetics are factors. Sod is composed of living plants and those plants must receive adequate care in order to provide vegetative stabilization on a disturbed area. Materials: • Sod should be machine cut at a uniform soil thickness. • Pieces of sod should be cut to the supplier's standard width and length. • Torn or uneven pads are not acceptable. • Sections of sod should be strong enough to support their own weight and retain their size and shape when suspended from a firm grasp, • Sod should be harvested, delivered, and installed within a period of 36 hours. Installation: • Areas to be sodded should be brought to final grade. • The surface should be cleared of all trash and debris. • Fertilize according to soil tests. • Fertilizer should be worked into the soil. • Sod should not be cut or laid in excessively wet or dry weather. Revised April & 2012 Page 3 0f 30 Description of BMPs • Sod should not be laid on soil surfaces that are frozen. • During periods of high temperature, the soil should be lightly irrigated. • The first row of sod should be laid in a stzuight line with subsequent"rows placed parallel to and butting tightly against each other. • Lateral joints should be staggered to promote more uniform growth and strength. • Wherever erosion may be a problem, sod should be laid with staggered joints and secured. • Sod should be installed with the length perpendicular to the slope (on the contour). • Sod should be rolled or tamped. • Sod should be ireigated to.a sufficient depth. • Watering should be performed as often as necessary.to maintain soil moisture. • The first mowing should not be attempted until -the sod is flnrily rooted. • Not more than one third of the grass leaf should be removed at any one cutting. Interceptor Swale Interceptor swales are used to shorten the length of exposed slope by intercepting runoff, prevent off -site runoff from entering the disturbed area, and prevent sediment -laden runoff from leaving a disturbed site. They may have a v-shape or be trapezoidal with a flat bottom and side slopes of 3:1 or flatter. The outflow from a Swale should be directed to a stabilized outlet or sediment trapping device. The swales should remain in place until the disturbed area is permanently stabilized. Materials: • Stabilization should consist of a layer of crushed stone three inches thick, dprap or high velocity erosion control mats. • Stone stabilization should be -used when grades exceed 2% or velocities exceed b feet per second. • Stabilization should extend across the bottom of the swale and up both sides of the channel to a minimum height of three inches above the design water sur•face.elevation based on a 2-year, 24-hour storm. aeWsedApra 6, 2012 Pnge 4 of 30 v' 11 BMPs • An interceptor swale should be installed across exposed slopes during construction and should intercept no more than 5 acres of runoff. • All earth removed and not needed in construction should be disposed of in an approved spoils site so that it will not interfere with the functioning of the swale or contribute to siltation in other areas of the site, • All trees, brush, stumps, obstructions and other material should be removed and disposed of so as not to interfere with the proper functioning of the.swale. • Swales should have a maximum depth of 1.5 feet with side slopes of 3:i or flatter. Swales should have positive drainage for the entire length to an outlet. • When the slope exceeds 2 percent, or velocities exceed 6 feet per second (regardless of slope), stabilization is required. Stabilization should be crushed stone placed in a layer of at least 3 inches thick or may be high velocity erosion control matting, Check dams are also recommended to reduce velocities in the Swales possibly reducing the amount of stabilization necessary. • Minimum compaction for the swale should be go% standard proctor density. Aiversiorr D11ces A temporary diversion dike is a barrier created by the placement of an earthen embankment to reroute the flow of runoff to an erosion control device or away from an open, easily erodible area. A diversion dike intercepts runoff from small upland areas and diverts it away from exposed slopes to a stabilized outlet, such as a rocicberm, sandbag berm, or stone outlet structure. These controls can be used on the perimeter of the site to prevent runoff from entering the construction area. Dikes are generally used for the duration of construction to intercept and reroute runoff from disturbed areas to prevent excessive erosion until permanent drainage features are installed and/or slopes are stabilized. Materials: • Stone stabilization (required for velocities in excess of 6 fps) should consist of riprap placed in a layer at least 3 inches thick and should extend a minimum height of 3 inches above the design water surface up the existing slope and the upstream face of the dike. • Geotextile fabric should be a non -woven polypropylene fabric designed specifically for use as a soil filtration media with an approximate weight of 6 oz./yd2, a Mullen burst rating of 140 psi, and having an. equivalent opening size (E08) greater than a #5o sieve. Installation: • Diversion dikes should be installed prior to and maintained for the duration of construction and should intercept no more than io acres. of runoff. Revised Ap11i 5, 2012 Pare 6 of 30 • Dikes should have a minimum top width of 2 feet and a minimum height of compacted fill of 18 inches measured form the top of the existing ground at the upslope toe to top of the dike and have side slopes of-3:i or flatter. • The soil for the dike should be placed in lifts of 8 inches or less and be compacted to 95 % standard proctor density. • The channel, which is formed by the dike, must have positive drainage for its entire length to an outlet. • When the slope exceeds 2 percent, or velocities exceed 6 feet per•second (regardless of slope), stabilization is required. In situations where velocities do not exceed 6 feet per second, vegetation maybe used to control erosion. Erosion Control Compost Description: Erosion control compost (ECC) can be used as an aid to control erosion on critical sites during the establishment period of protective vegetation. The most common uses are on steep slopes, swales, diversion dikes, and on tidal or stream banks. 1Vl:atelnals: New types of erosion control compost are continuously being developed. The Texas Department of Transportation (TxDOT) has established minimum performance standards which must be met for any products seeking to be approved for use within any of TxDOT's construction or maintenance activities. Material used within any TxDOT construction or maintenance activities must meet material specifications in accordance with current TxDOT specifications. TXDOT maintains a website at http://www.txdot;gov/business/contractors_consultants/recycling/compost.htm that provides information on compost specification data. ECC used for projects not related to TxDOT should also be of quality materials by meeting performance standards and compost specification data. To ensure the quality of compost used as an ECC, products should meet aU applicable stateand federal regulations, including but not limited to the United States Environmental Protection Agency (USEPA) Code of Federal Regulations (CFR), Title 40, Part 503 Standards for Class A biosolids and Texas Natural Resource Conservation Commission (now named TCEQ) Health and Safety Regulations as defined in the Texas Administration Code (TAC), Chapter 332, and all other relevant requirements for compost products outlined in TAC, Chapter 332. Testing -requirements required by the TCEQ are defined in TAC Chapter 332, including Sections §332.71 Sampling and Analysis Requirements for Final Products and §332.72 Final Product Grades. Compost specification data approved by TxDOT are appropriate to use for ensuring the use of quality compost materials or for guidance. Testing standards are dependent upon the intended use for the compost and ensures product safety, and product performance regarding the product's specific use. The appropriate compost sampling and testing protocols included in the United States Composting Council (USCC) Test Methods for the Examination of Composting and Compost (TMECC) should be conducted on aevlsed April s, 2012 Page 6 Of 30 compost products used for ECC to ensure that the products used will not Impact public health, safety, and the environment and to promote production and marketing of quality composts that meet analytical standards. TMECC is a laboratory manual that provides protocols for the composting industry and test methods for compost analysis. TMECC provides protocols to sample, monitor, and analyze materials during all stages of the composting process. Numerous parameters that might be of concern in compost can be tested by following protocols or test methods listed in TMECC. TMECC information can be found at bttp://ivww.tmece.oig/tmecc/index.html. The USCC Seal of Testing Assurance (STA) program contains information regarding compost STA certification. STA program information can be found at http://tmece.org/sta/STA—program_description.html. Installation: • Install in accordance with current TOOT specification. • Use on slopes 3:1 or flatter. • Apply a 2 inch uniform layer unless otherwise shown on the plans or as directed. • When roiling is specified, use a light corrugated drum roller. Mulch and Compost Filter Socks Description: Mulch and compost filter socks (erosion control logs) are used to intercept and detain sediment laden run-off from unprotected areas. When properly used, mulch and compost filter socks can be highly effective at controlling sediment from disturbed areas, They cause runoff to pond which allows heavier solids to settle. Mulch and compost filter socks are used during the period of construction near the perimeter of a disturbed area to intercept sediment while allowing water to percolate through. The sock should remain in place until the area is petinanently stabilized. Mulch and compost filter socks may be Installed in construction areas and temporarily moved during the day to allow construction activity provided it is replaced and properly anchored at the end of the day. Mulch and compost filter socks may be seeded to allow for quick vegetative growth and reduction in run-off velocity. Matetzals: New types of mulch and compost filter socks are continuously being developed. The Texas Department of Transportation (TxDOT) has established minimum performance standards which must be met for any products seeking to be approved for use within any of TxDOT•s construction or maintenance activities. Mulch and compost filter socks used within any TOOT construction or maintenance activities must meet material specifications in accordance with TkDOT specification 5049. TOOT maintains a website at http://www.txdot.gov/business/contractors consultants/recycling/compost.htmthat provides information on compost specification data. Revised April y, 2012 rege 7 of 30 Mulch and compost filter socks used for projects not related to TxDOT should also be of quality maieriais by meeting performance standards and compost specification data. To ensure the quality of compost used for mulch and compost filter socks, products should meet all applicable state and federal regulations, including but not limited to the United States Environmental Protection Agency (USEPA) Code of Federal Regulations (CFR), Title 40, Part 503 Standards for Class Abiosolids andTexas Natural Resource Conservation Commission Health and Safety Regulations as defined in the Texas Administration Code (TAC), Chapter 332, and all other' relevant requirements for compostproducts outlined in TAC, Chapter332. Testing requirements required by the TCEQ are defined in TAC Chapter 332, including Sections §332.71 Sampling and Analysis Requirements for Final Products and §332.72 Final Product Grades. Compost specification data approved by TXDCT are appropriate to use for ensuring the use of quality compost materials or for guidance. Testing standards are dependent upon the intended use for the compost and ensures product safety, and product performance regarding the product's specific use. The appropriate compost sampling and testing protocols included in the United States CompostingCouneil (USCC) Test Methods for the Examination of Composting and Compost (TMECC) should be conducted on compost products used for mulch and compost filter socks to ensure that the products used will not impact public health, safety, and the environment and to promote production and marketing of quality composts that meet analytical standards. TMECC is a laboratory manual that provides protocols for the composting industry and test methods for compost analysis. TMECC provides protocols to sample, monitor, and analyze materials during all stages of the composting process. Numerous parameters that might be of concern in compost can be tested by following protocols or test methods listed in TMECC. TMECC information can be found at http://www.tmeec.org/tmeec/index.html. The USCC Seal of Testing. Assurance (STA) program contains information regarding compost STA certification. STA program information can -be found at http://tmece.org/sta/STA`program_description.httnl. Installation: • Install in accordance with MOOT Special Specification 5049• • Install socks (erosion control logs) near the downstream perimeter of a disturbed area to intercept sediment from sheet flow. • Secure socks In a method adequate to prevent displacement as a result of normal rain events such that flow is not allowed under the socks. • Inspect and maintain the socks in good condition (including staking, anchoring, etc.). Maintain the integrity of the control, including keeping the socks free of accumulated silt, debris, etc., until the disturbed area has been adequately stabilized. Revised April a, 2o12 Psgc 8 of 30 Description: The purpose of a sandbag berm is to detain sediment carried in runoff from disturbed areas. This objective is accomplished by intercepting runoff and causing it to pool behind the sand bag berm. Sediment carried in the runoff is deposited on the upstream side of the sand bag berm due to the reduced flow velocity. Excess runoff volumes are allowed to flow over the top of the sand bag berm. Sand bag berms are used only during construction activities in streambeds when the contributing drainage area is'basveen 5 and 10 acres and the slope is less than 15%, i.e., utility construction in channels, temporary channel crossing for construction equipment, etc. Plastic facing should be installed on the upstream side and the berm should be anchored to the streambed by drilling into the rock and driving in 'T' posts or rebar (#5 or #6) spaced appropriately. Materials: • The sand bag material should be polypropylene, polyethylene, polyamide or cotton burlap woven fabric, minimum unit weight 4 oz/yd 2, mullen burst strength exceeding 300 psi and ultraviolet stability exceeding yo percent. • The bag length should be 24 to 30 inches, width should be 16 to 18 inches and thickness should be 6 to 8 inches. • Sandbags should be filled with coarse grade sand and free from deleterious material. All sand should pass through a No. io sieve. The filled bag should have an approximate weight of 46 pounds. • Outlet pipe should be schedule 40 or stronger polyvinyl chloride (PVC) having a nominal internal diameter of 4 inches, Installation: • The berm should be a minimum height of 18 inches, measured from the top of the existing ground at the upslope toe to the top of the berm. • The berm should be sized as shown in the plans but should have a minimum width of 48 inches measured at the bottom of the berm and 16 inches measured at the top of the berm. • Runoff water should flow over the tops of the sandbags or through 4-inch diameter PVC pipes embedded below the top layer of bags. • When a sandbag is filled with material, the open end of the sandbag should be stapled or tied with nylon or poly cord. • Sandbags should be stacked in at least three rows abutting each other, and in staggered arrangement. Revised April g, 2012 Page 9 of 3o • The base of the berm should have at least 3 sandbags. These can be reduced to 2 and i bag in the second and third rows respectively.. • For each additional 6 inches of height, an additional sandbag must be added to each row width. • A bypass pump -around system, or similar alternative, should be used on conjunction with the berm for effective dewatering of the work area. Silt Fence Description: A silt fence is a barrier consisting of geotextile fabric supported by metal posts to prevent soil and sediment loss from a site. When properly used, silt fences can be highly effective at controlling sediment from disturbed areas. They cause runoff to pond which allows heavier solids to settle. If not properly installed, silt fences are not likely to be effective. The purpose of a silt fence is to intercept and detain water -borne sediment from unprotected areas of a limited extent. Silt fence is used during the period of construction near the perimeter of a disturbed area to intercept sediment while allowing water to percolate through. This fenceshould remain in place until the disturbed area is permanently stabilized. Silt fence should not be used where there is a concentration of water in a channel or drainage way. If concentrated flow occurs after installation, corrective action must be taken such as placing a rock berm in the areas of concentrated flow. Silt fencing within the site may be temporarily moved during the day to allow construction activity provided it is replaced and properly anchored to the ground at the end of the day. Silt fences on the perimeter of the site or around drainage ways should not be moved at any time, Materials: • Silt fence maternal should be polypropylene, polyethylene or polyamide.woven or nonwoven fabric. The fabric width should be 36 inches, with a minimum unit weight of 4.5 oz/yd, mullen burst strength exceeding igo lb/in 2, ultraviolet stability exceeding yo%, and minimum apparent opening size of U.S. Sieve No. 3o, • Fence posts should be made of hot rolled steel, atdeast 4 feet long with Tee or Y-bar cross section, surface painted or galvanized, minimum nominal weight 1.25lb/ft 2, and Brindell hardness exceeding 140. • Woven wire backing to support the fabric should be galvanized 2• x 4" welded wire, 12 gauge minimum. Installation: • Steel posts, which support the silt fence, should be.installed on a slight angle toward the anticipated runoff source. Post must be embedded a minimum of r foot deep and spaced not more than 8 feet on center. Where water concentrates, the maximum spacing should be 6 feet. • Lay out fencing down -slope of disturbed area, following the contour as closely as possible. The aovlsedAprn 5, 2012 Page 100f30 fence should be sited so that the maximum drainage area is 1/4 acre/too feet of fence. • The toe of the silt fence should be trenched in with a spade or mechanical trencher, so that the down -slope face of the trench is flat and perpendicular to the line of flow. Where fence cannot be trenched in (e.g., pavement or rock outcrop), weight fabric flap with 3 inches of pea gravel on uphill side to prevent flow from seeping under fence, • Tile trench must be a minimum of 6 inches deep and 6 inches wide to allow for the silt fence fabric to be laid in the ground and backfilled with compacted material. • Silt fence should be securely fastened to each steel support post orto woven wire, which is in turn attached to the steel fence post. There should he a 3-foot overlap, securely fastened where ends of fabric meet. Descriptiolx: The purpose of a triangular sediment filter dike is to intercept and detain water- borne sediment from unprotected areas of limited extent. The triangular sediment filter dike is used where there is no concentration of water in a channel or other drainage way above the barrier and the contributing drainage area is less than.one acre, If the uphill slope above the dike exceeds xo%, the length of the slope above the dike should be less than 5o feet. If concentrated flow occurs after installation, corrective action should be taken such as placing rock berm in the areas of concentrated flow. This measure is effective on paved areas where installation of silt fence is not possible or where vehicle access must be maintained. The advantage of these controls is the ease with which they can be moved to allow vehicle traffic and then reinstalled to maintain sediment Matexials: • Silt fence material should be polypropylene, polyethylene or polyamide woven or nonwoven fabric. The fabric width should be 36 inches, with a minimum unit weight of 4.5 oz/yd, mullen burst strength exceeding igo lb/in 2, ultraviolet stability exceeding 70%, and minimum apparent opening size of U.S. Sieve No. 3o. • The dike structure should be 6 gauge 6" x 6" wire mesh folded into triangular form being eighteen (18) inches on each side. Installation: • The frame of the triangular sediment filter dike should be constructed of 6" x 6", 6 gauge welded wire mesh,18 inches per side, and wrapped with geotextile fabric the same composition as that used for silt fences. • Filter material should lap over ends six (6) inches to cover dike to dike junction; each junction should be secured by shoat rings. • Position dike parallel to the contours, with the end of each section closely abutting the adjacent Revised Apra 5, 2012 POP u Of30 sections. • There are several options for fastening the filter dike to the ground. The fabric skirt may be toed -in with 6 inches of compacted material, or 12 inches of the fabric skirt should extend uphill and be secured with a minimum of 3 inches of open graded rock, or with staples or nails. If these two options are not feasible the dike stricture maybe trenched in 4 inches. • Triangular sediment filter dikes should be installed across exposed slopes during construction with ends of the dike tied into existing grades to prevent failure and should intercept no more than one acre of runoff. • When moved to allow vehicular access, the dikes should be reinstalled as soon as possible, but always at the end of the workday. Rocic Berm Description: The purpose of a rock berm is to serve as a check dam in areas of concentrated flow, to intercept sediment -laden runoff, detain the-sedimeut and release the water in sheet flow. The rock berm should be used when the contributing drainage area is less than-5 acres. Rock berms are used in areas where the volume of runoff is too great for a silt fence to contain. They are less effective for sediment removal than silt fences, particularly for fine particles, but are- able to withstand higher flows than a silt fence. As such, rock berms are often used In areas of channel flows (ditches, gullies, etc.). Rock berms are most effective at reducing bed load in channels and should not be substituted for other erosion and sediment control measures further up the watershed. Materials: • The berm structure should be secured with a woven wire sheathing having maximum opening of t inch and a minimum wire diameter of 20 gauge galvanized and shouldbe secured with shoat rings. • Clean, open graded 3- to 5-inch diameter rock should be used, except in areas where high velocities or large volumes of flow are expected, where 5- to 8-inch diameter rocks may be used. Installation: . Lay out the woven wire sheathing perpendicular to the flow line. The sheathing should be 20 gauge woven wire mesh with i inch openings. • Berm should have a top width of 2 feet minimum with side slopes being 2: r (H:V) or flatter. • Place the rock along the sheathing to a height not less than :0. • Wrap the wire sheathing around the rock and secure with tie wire so that the ends of the sheathing overlap at least 2 inches, and the berm retains its shape when walked upon. Revised April 3, 2012 Page 12 of 30 • Berm should be built along the contour at zero percent grade or as near as possible. • The ends of the berm should be tied into existing upslope grade and the berm should be buried in a trench approximately 3 to 4 inches deep to prevent failure of the control. Description: The purpose of a hay or straw bale dike is to intercept and detain small amounts of sediment -laden runoff from relatively small unprotected areas. Straw bales are to be used when it is not feasible to install other, more effective measures or when the constriction phase is expected to last less than 3 months. Straw bales should not be used on areas where rock or other hard surfaces prevent the full and uniform anchoring of the barrier. Materials: Straw: The best quality straw mulch comes from wheat, oats or barley and should be free of weed and glass seed which may not be desired vegetation for the area to be protected. Straw mulch is light and therefore must be properly anchored to the ground. Hay: This is very similar to straw with the exception that it is made of grasses and weeds and not grain stems. This form of mulch is very inexpensive and is widely available but does introduce weed and grass seed to the area. Like straw, hay is light and must be anchored. • Straw bales should weigh a minimum of 5o pounds and should be at least 30 inches long. • Bales should be composed entirely of vegetable matter and be free of seeds. • Binding should be either wire or nylon string, jute or cotton binding is unacceptable. Bales should be used for not more than two months before being replaced. Installation: • Bales should be embedded a minimum of 4 inches and securely anchored using 2" x 2" wood stakes or 3/8" diameter rebar driven through the bales into the ground a minimum of 6 inches. • Bales are to be placed directly adjacent to one another leaving no gap between them. • All bales should be placed on the contour. • The first stake in each bale should be angled toward the previously laid bale to force the bales together. Bruslt Berrns Organic litter and spoil material from site clearing operations is usually burned or hauled away to Revls d April 5, 2012 Pogo 13 0f 30 be dumped elsewhere. Much of this material can be used effectively on the construction site itself. The key to constructing an efficient brush berm is in the method used to obtain and place the brush. •It will not be acceptable to simply take a bulldozer and push whole trees into a pile. This method dyes not assure continuous ground contact with the berm and will allow uncontrolled flows under the berm. Brush berms may be used where there is little or no concentration of water in a channel or other drainage way above the berm. The size of the drainage area should be no greater than one-fourth of an acre per zoo -feet of barrier length; the maximum slope length behind the barrier should not exceed ioo feet; and the maximum slope gradient behind the barrier should be less than 50 percent (2:1). Materials: • The brush should consist of woody brush and branches, preferably less than 2 inches in diameter: • The filter fabric should conform to the specifications for filter fence fabric. • The rope should be 1/4 inch polypropylene or nylon rope. • The anchors should be 3/8-inch diameter rebar stakes that are 18-inches long. Installation: • Lay out the brush berm following the contour as closely as possible. • The juniper limbs should be cut and hand placed with the vegetated part of the limb in close contact with the ground. Each subsequent branch should overlap the previous branch providing a shingle effect. • The brush berm should be constructed in lifts with each layer extending the entire length of the berm before the next layer is started. • A trench should be excavated 6-inches wide and 44nehes deep along the length of the barrier and immediately uphill from the barrier. • The filter fabric should be cut into lengths sufficient to lay across the barrier from its up -slope base to just beyond its peak. The lengths of filter fabric should be draped across the width of the barrier with the uphill edge placed in the trench and the edges of adjacent pieces overlapping each other. Where joints are necessary, the fabric should be spliced together with a minimum 6-inch overlap and securely sealed. • The trench should be backfilled and the soil compacted over the filter fabric. • Set stakes into the ground along the downhill edge of the brush barrier, and anchor the fabric Revised Apt 6, 2012 POP 14 of 30 by tying rope from the fabric to the stakes. Drive the rope anchors into the ground at approximately a 45-degree angle to the ground on 6-foot centers. Fasten the rope to the anchors and tighten berm securely to the ground with a minimum tension of 5o pounds. • The height of the brush berm should be a minimum of 24 inches after the securing ropes have been tightened. Stone Outlet Sediment Trawl A stone outlet sediment trap is an impoundment created by the placement of an earthen and stone embankment to prevent soil and sediment loss from a site. The purpose of a sediment trap is to intercept sediment -laden runoff and trap the sediment in order to protect drainage ways, properties and rights of way.below the sediment trap from sedimentation. A sediment trap is usually installed at points of discharge from disturbed areas. The drainage area for a sediment trap is recommended to be less than 5 acres. Larger areas should be treated using a sediment basin. A sediment trap differs from a sediment basin mainly in the type of discharge structure. The trap should be located to obtain the maximum storage benefit from the terrain, for ease of clean out and disposal of the trapped sediment and to minimize interference with construction activities. The volume of the trap should be at least 360o cubic feet per acre of drainage area. Mateilals: • All aggregate should be at least 3 inches in diameter and should not exceed a volume of o.5 cubic foot. • The geotextile fabric specification should be woven polypropylene, polyethylene or polyamide geotextile, minimum unit weight of 4.5 oz/yd 2, mullen bust strength at least 25o lb/in 2, ultraviolet stability exceeding qo%, and equivalent opening size exceeding 40. Installation, • Earth Embankment: Place fill material in layers not more than 8 inches in loose depth. Before compaction, moisten or aerate each layer as neoessaryto provide the optimum moisture content of the material. Compact each layer to 95 percent standard proctor density. Do not place material on surfaces that are muddy or frozen. Side slopes for the embankment are to be 3:1. The minimum width of the embankment should be 3 feet. • A gap is to be left in the embankment in the location where the natural confluence of runoff crosses the embankment line. The gap is to have a width in feet equal to 6 times the drainage area in acres. Revised April 5, 2022 Page 15 of 30 • Geotextile Covered hock Core: A cote of filter stone having a minimum height of 1.5 feet and a minimum width at the base of 3 feet should be placed across the opening of the earth embankment and should be covered by geotextile fabric which should extend a minimum distance of 2 feet in either direction from the base of the filter stone core. • Filter Stone Embankment: Filter stone should be placed over the geotextile and is to have a side slope which matches that of the earth embankment of V and should cover the geotextile/rock core a minimum of 6 inches when installation is complete. The crest of the outlet should be at least 1 foot below the top of the embankment. Sediment Basins: The purpose of a sediment basin is to intercept sediment -laden runoff and trap the sediment in order to protect drainage ways, properties and rights of way below the sediment basin from sedimentation. A sediment basin is usually installed at points of discharge from disturbed areas. The drainage area for a sediment basin Is recommended to be less than too acres, Sediment basins are effective for capturing and slowly releasing the runoff from larger disturbed areas thereby allowing sedimentation to take place. A sediment basin can be created where a permanent pond BMP is being constructed. Guidelines for construction -of the permanent BMP should be followed, but revegetation, placement of underdrain piping, and installation of sand or other filter media should not be carried out until the site construction phase is complete. Materials: • Riser should be corrugated metal or reinforced concrete pipe or box and should have watertight fittings or end to end connections of sections. • An outlet pipe of corrugated metal or reinforced concrete should be attached to the riser and should have positive flow to a stabilized outlet on the downstream side of the embankment. • An anti -vortex device and rubbish screen should be attached to the top of the riser and should be made of polyvinyl chloride or corrugated metal. Basin Design and Construction: For common drainage locations that serve an area with ten -or more acres disturbed atone time, a sediment basin should provide storage fora volume of runoff from a two-year,.24- hour storm from each disturbed acre drained. • The basin length to width ratio should beat least 2:1 to improve trapping efficiency. The shape may be attained by excavation or the use of baffles. The lengths should be measured at the elevation of the riser de -watering hole. • Place fill material in layers not more than 8 inches in loose depth. Before compaction, moisten or aerate each layer as necessary to provide the optimum moisture content of the material. Compact each layer to 95 percent standard proctor density. Do not place material Revised April b, 2oi2 Page 16 of 30 on surfaces that are muddy or frozen, Side slopes for the embankment should be 3:1(H:V). • An emergency spillway should be installed adjacent to the embankment on undisturbed soil and should be sized to carry the full amount of flow generated by a 10-year, 3-hour storm with r foot of freeboard less the amount which can be carried by the principal outlet control device. • The emergency spillway should be lined with r•iprap as should the swale leading from the spillway to the normal watercourse at the base of the embankment, • The principal outlet control device should consist of a rigid vertically oriented pipe or box of corrugated metal or reinforced concrete. Attached to this structure should be a horizontal pipe, which should extend through the embankment to the toe of fill to provide a de -watering outlet for the basin. • An anti -vortex device should be attached to the inlet portion of the principal outlet control device to serve as a rubbish screen. • A concrete base should be used to anchor the principal outlet control device and should be sized to provide a safety factor of 1.5 (downward forces =1.5 buoyant forces). • The basin should include a permanent stake to indicate the sediment level in the pool and marked to indicate when the sediment occupies 5o% of the basin volume (not the top of the stake). • The top of the riser pipe should remain open and be guarded with a trash rack and anti - vortex device. The top of the riser should be 12 inches below the elevation of the emergency spillway. The riser should be sized to convey the runoff from the 2-year, 3-hour storm when the water surface is at the emergency spillway elevation. For basins with no spillway the riser must be sized to convey the runoff from the 10-yr•, 3-hour storm. • Anti -seep collars should be included when soil conditions or length of service make piping through the backfill a possibility. • The 48-hour drawdown time will be achieved by using a riser pipe perforated at the point measured from the bottom of the riser pipe equal to I/e the volume of the basin. This is the maximum sediment storage elevation. The size of the perforation may be calculated as follows: Ao = As x 2h Cd x980,000 Where: Revised April 6, 2012 Page 17 0f 30 Attachment a Description of BMPs A. = Area of the de -watering hole, ft 2 As = Surface area of the basin, ft 2 Cn = Coefficient of contraction, approximately o.6 h = head of water above the hole, ft Perforating the riser with multiple holes with a combined surface area equal to A. is acceptable. Erosion Control Compost Description; Erosion control compost (ECC) can be used as an aid to control erosion on critical sites during the establishment period of protective vegetation. The most common uses are on steep slopes, swales, diversion dikes, and on tidal or stream banks. Materials: New types of erosion control compost are continuously being developed. The Texas Department of Transportation ('15cDOT) has established minimum performance standards which must be met for any products seeking to be approved for use within any of TxDOT's construction or maintenance activities. Material used within any TxDOT construction or maintenance activities must meet material specifications in accordance with current TxDOT specifications. TOOT maintains a website at http;//ivww,txdot.govibusiness/contractors_consultants/recycling/compost.htm that provides information on compost specification data. ECC used for projects not related to TOOT should also be of quality materials by meeting performance standards and compost specification data. To ensure the quality of compost used as an ECC, products should meet all applicable state and federal regulations, including but not limited to the United States Environmental Protection Agency (USEPA) Code of Federal Regulations (CFR), Title 40, Part 5o3 Standards for Class A biosolids and Texas Natural Resource Conservation Commission (now named TCEQ) Health and Safety Regulations as defined in the Texas Administration Code (TAC), Chapter 332, and all other relevant requirements for compost products outlined in TAC; Chapter 332. Testing requirements required by the TCEQ are defined in TAC Chapter 332, including Sections §332.71 Sampling and Analysis Requirements for Final Products and §332.72 Final Product Grades. Compost specification data approved by TxDOT are appropriate to use for ensuring the use of quality compost materials or for guidance. . . Testing standards are dependent upon the intended use for the compost and ensures product safety, and product performance regarding the product's specific use. The appropriate compost sampling and testing protocols included in the United States Composting Council (USCC) Test Methods for the Examination of Composting and Compost (TMECC) should be conducted on compost products used for ECC to ensure that the products used will not impact public health, safety, and the environment and to promote production and marketing of quality composts that meet analytical standards. TMECC is a laboratory manual that provides protocols for the composting industry and test methods for compost analysis. TMECC provides protocols to sample, monitor, and analyze materials during all stages of the composting process. Numerous .Revised April 6, 2oia Pop IS of 30 parameters that might be of concern in compost can be tested by following protocols or test methods listed in TMECC. TMECC information can be found at http://www.tmece.org/tmecc/indox.html. The USCC Seal of Testing Assurance (STA) program contains information regarding compost STA certification. STA program information can be found at http://tmece.org/sta/STA_program_description.html, Installation: • Install in accordance with current MADOT specification. • Use on slopes 3:1 or flatter. • Apply a 2 inch uniform layer unless otherwise shown on the plans or as directed. • When rolling is specified, use a light corrugated drum roller. Mnlch and Compost Filter Socks Description: Mulch and compost filter socks (erosion control logs) are used to intercept and detain sediment laden run-off from unprotected areas. When properly used, mulch and compost filter socks can be highly effective at controlling sediment from disturbed areas. They cause runoff to pond which allows heavier solids to settle. Mulch and compost filter socks are used during the period of construction near the perimeter of a disturbed area to intercept sediment while allowing water to percolate through. The sock should remain in place until the area is permanently stabilized. Mulch and compost filter socks maybe installed in construction areas and temporarily moved during the day to allow construction activity provided it is replaced and properly anchored at the end of the day. Mulch and compost filter socks maybe seeded to allow for quick vegetative growth and reduction in run-off velocity. Materials: New types of mulch and compost filter socks are continuously being developed. The Texas Department of Transportation (TxDOT) has established minimum performance standards which must be met for any products seeking to be approved for use within any of TXDOT's construction or maintenance activities. Mulch and compost filter socks used within any TOOT construction or maintenance activities must meet material specifications in accordance with TOOT specification 5049. TxDOT maintains a websito at http://wmv.txdot.gov/business/contractors_consultants/recycling/compost.htm that provides information on compost specification data. Mulch and compost filter socks used for projects not related to TOOT should also be of quality materials by meeting performance standards and compost specification data. To ensure the quality of compost used for mulch and compost filter socks, products should meet all applicable state and federal regulations, including but not limited to the United States Environmental Protection Agency (USEPA) Code of Federal Regulations (CFR), Title 40, Part 503 Standardsfor Class A biosolids and Texas Natural Resource Conservation Commission Health and Safety Regulations as defined in the Texas Administration Code (TAC), Chapter 332, and all other Revised April $, 2012 Page rg of so , a 4� �a r D• relevant requirements for compost products outlined in TAC, Chapter 332. Testing requirements required by the TCEQ are defined in TAC Chapter 332, including Sections §332.71 Sampling and Analysis Requirements for Final Products and §332.72 Final Product Grades. Compost specification data approved by TxDOT are appropriate to use for ensuring the use of quality compost materials or for guidance. Testing standards are dependent upon the intended use for the compost and ensures product safety, and product performance regarding the products specific use. The appropriate compost sampling and testing protocols included in the United States Composting Council (USCC) Test Methods for the Exaininatlou of Composting and Compost (TMECC) should be conducted on compost products used for mulch and compost filter socks to ensure that the products used will not impact public health, safety, and the environment and to promote production and marketing of quality composts that meet analytical standards. TMECC is a laboratory manual that provides protocols for the composting industry and test methods for compost analysis. TMECC provides protocols to sample, monitor, and analyze materials during all -stages of the composting process. Numerous parameters that might be of concern in compost can be tested by following protocols or test methods listed in TMECC. TMBCC information can be found at http://www.tmece.org/tmece/index.htm]. The USCC Sea] of Testing Assurance (STA) program contains information regarding compost STA certification. SPA program information can be found at http://tmeec.org/sta/STA_program_description.htntL Tnstallation: • Install in accordance with TxDOT Special Specification 5049. • Install socks (erosion control logs) near the downstream perimeter of a disturbed area to intercept sediment from sheet flow. • Secure socks in a method adequate to prevent displacement as a result of normal rain events such that flow is not allowed under the socks. • Inspect and maintain the socks in good condition (including staking, anchoring, etc.). Maintain the integrity of the control, including keeping the socks -free of accumulated silt, debris, etc., until the disturbed area has been adequately stabilized. j_t •lid 1 5 Desca iptioir: Retention/irrigation systems refer -to the capture of runoff in a holding pond, then use of the captured water for irrigation of appropriate landscape areas., Retention/irrigation systems are characterized by the capture and disposal of runoff without direct release of captured flow to receiving streams. Retention systems exhibit excellent pollutant removal but can require regular, proper maintenance.- Collection of roof runoff for subsequent use (rainwater harvesting) also qualifies as a retention/irrigation practice, but should be operated and sized to provide adequate volume. This technology, which emphasizes beneficial use of stormwater runoff, is Revised April 5, 2012 Page 20 of 30 particularly appropriate for and regions because of increasing demands on water supplies for agricultural irrigation and urban water supply. Design Considerations: Retention/irrigation practices achieve x00% removal efficiency of total suspended solids contained within the volume of water captured. Design elements of retention/irrigation systems include runoff storage facility configuration and sizing, pump and wet well system components, basin lining, basin detention time, and physical and operational components of the irrigation system.. Retention/irrigation systems are appropriate for large drainage areas with low to moderate slopes, The retention capacity should be sufficient considering the average rainfall event for the area. Maintenance Requirements: Maintenance requirements for retention/irrigation systems include routine inspections, sediment removal, mowing, debris and litter removal, erosion control, and nuisance control, Description: Extended detention facilities are basins that temporarily store a portion of storinwater runoff following a storm event. Extended detention basins are normally used to remove particulate pollutants and to reduce maximum runoff rates associated with development to their pre -development levels. The water quality benefits are the removal of sediment and buoyant materials. Furthermore, nutrients, heavy metals, toxic materials, and oxygen - demanding materials associated with the particles also are removed. The control of the maximum runoff rates serves to protect drainage channels below the device from erosion and to reduce downstream flooding. Although detention facilities designed for flood control have different design requirements than those used for water quality enhancement, it is possible to achieve these two objectives in a single facility. Design Considerations: Extended detention basins can remove approximately 75% of the total suspended solids contained within the volume of runoff captured in the basin. Design elements of extended detention basins include basin sizing, basin configuration, basin side slopes, basin lining, inlet/outlet structures, and erosion controls. Extended detention basins are appropriate for large drainage areas with low to moderate slopes. The retention capacity should be sufficient considering the average rainfall event for the area. Maintenance Requirements: Maintenance requirements for extended detention basins include routine inspections, mowing, debris and litter removal, erosion control, structural repairs, nuisance control, and sediment removal. Vegetative Filter Strips Description: Filter sops, also known as vegetated buffer strips, are vegetated sections of land similar to grassy swales except they are essentially flat with low slopes, and are designed only to accept runoff as overland sheet flow. They may appear in any vegetated form from grassland to forest, and are designed to intercept upstream flow, lower flow velocity, and spread water out as sheet flow. The dense vegetative cover facilitates conventional pollutant removal through detention, filtration by vegetation, and infiltration. Revisal Apra 5, 2012 Peae 21 of 30 Filter strips cannot treat high velocity flows, and do not provide enough storage or infiltration to effectively reduce peak discharges to predevelopment levels for design storms. This lack of quantity control favors use in rural or low -density development; however, they can provide water quality benefits even where the impervious cover is as high as 5o%. The primary highway application for vegetative filter strips is along rural roadways where runoff that would otherwise discharge directly to a receiving water passes through the filter strip before entering a conveyance system. Properly designed roadway medians and shoulders make effective buffer strips. These devices also can be used on other types of development where land is available and hydraulic conditions are appropriate. Flat slopes and low to fair permeability of natural subsoil are required for effective performance of filter strips. Although an inexpensive control measure, they are most useful in contributing watershed areas where peak runoff velocities are low as they.areunable to treat the high flow velocities typically associated with high impervious cover. Successful performance of filter strips relies heavily on maintaining shallow unconcentrated flow. To avoid flow channelization and maintain performance, a filter strip should: • Be equipped with a level spreading devicefor even distribution of runoff • Contain dense vegetation with a mix of erosion resistant, soil binding species • Be graded to a uniform, even and relatively low slope • laterally traverse the contributing runoff area Filter strips can be used upgradient from watercourses, wetlands, or other water bodies along toes and tops of slopes and at outlets of other stormwater management structures. They should be incorporated into street drainage and master drainage planning. The most important criteria for selection and use of this BMP are soils, space, and slope. Design Considerations: Vegetative filter strips can remove approximately 85% of the total suspended solids contained within the volume of runoff captured. Design elements of vegetative filter strips include uniform, shallow overland flow across the entire filter strip area, hydraulic loading rate, inlet structures, slope, and vegetative cover. The area should be free of gullies or rills which can concentrate flow. Vegetative filter strips are appropriate for small drainage areas with moderate slopes. Other design elements include the following: • Soils and moisture are adequate to grow relatively dense vegetative stands • Sufficient space -is available • Slope is less than 12% • Comparable performance to more expensive structural controls: Revised April S, 2012 Nile 22 of 30 Maintenance Requirements: Maintenance requirements for vegetative filter strips include pest management, seasonal mowing and lawn care, routine inspections, debris and litter removal, sediment removal, and grass reseeding and mulching. Constrnrcted Wetlands Description: Constructed wetlands provide physical, chemical, and biological water quality treatment of stormwater runoff. Physical treatment occurs as a result of decreasing flow velocities in the wetland, and is present in the form of evaporation, sedimentation, adsorption, and/or filtration. Chemical processes include chelation, precipitation, and chemical adsorption. Biological processes include decomposition, plant uptake and removal of nutrients, plus biological transformation and degradation. Hydrology is one of the most influential factors in pollutant removal due to its effects on sedimentation, aeration, biological transformation, and adsorption onto bottom sediments. The wetland should be designed such that a minimum amount of maintenance is required. The natural surroundings, including such things as the potential energy of a stream or flooding raver, should be utilized as much as possible, The wetland should approximate a natural situation and unnatural attributes, such as rectangular shape or rigid channel, should be avoided. Site considerations should include the water table depth, soil/substrate, and space requirements. Because the wetland must have a source of flow, it is desirable that the water table is at or near the surface. If runoff is the only source of inflow for the wetland, the water level often fluctuates and establishment of vegetation may be difficult. The soil or substrate of an artificial wetland should be loose loam to clay. A perennial baseflow must be presentto sustain the artificial wetland. The presence of organic material is often helpful in increasing pollutant removal and retention, A greater amount of space is required for a wetland system than is required for a detention facility treating the same amount of area. Design Considerations: Constructed wetlands can remove over go% of the total suspended solids contained within the volume of runoff captured in the wetland. Design elements of constructed wetlands include wetland sizing, wetland configuration, sediment forebay, vegetation, outflow structure, depth of inundation during storm events, depth of micropools, and aeration. Constructed wetlands are appropriate for large drainage areas with low to moderate slopes. Maintenance Requirements: Maintenance requirements for constructed wetlands include mowing, routine inspections, debris and litter removal, erosion control, nuisance control, structural repairs, sediment removal, harvesting, and maintenance of water levels. Wet Basins Description: Wet basins are runoff control facilities that maintain a permanent wet pool ,and a standing crop of emergent littoral vegetation, These facilities may vary in appearance from natural ponds to enlarged, bermed (manmade) sections of drainage systems and may function as online or offline facilities, although offline configuration is preferable. offline designs can prevent scour and other damage to the wet pond and minimize costly outflow structure elements Revhed April 5, 2012 Pago 23 of 30 needed to accommodate extreme runoff events. During storm events, runoff inflows displace part or all of the existing basin volume and are retained and treated in the facility until the next storm event. The pollutant removal mechanisms are settling of solids, wetland plant uptake, and microbial degradation. When the wet basin is adequately sized, pollutant removal performance can be excellent, especially for the dissolved fraction. Wet basins also help provide erosion protection for the receiving channel by limiting peak flows during larger storm events. Wet basins are often perceived as a positive - aesthetic element in a community and offer significant opportunity for creative pond configuration and landscape design. Participation of an experienced wetland designer is suggested.. A significant potential drawback for wet ponds in and climates is that the contributing watershed for these facilities is often incapable of providing an adequate water supply to maintain the permanent pool, especially during the summer months. Makeup water (i.e., well water or municipal drinking water) is sometimes used to supplement the rainfall/runoff process, especially for wet basin facilities treating watersheds that generate insufficient runoff. Desip Considerations: Wet basins can remove over go%,of the total suspended solids contained within the volume of runoff captured in the basin. Design elements of wet basins include basin sizing, basin configuration, basin side slopes, sediment forebay, inflow and outflow structures, vegetation, depth of permanent pool, aeration, and erosion -control. Wet basins are appropriate for large drainage areas with low to moderate slopes. Maintenance Requirements: Maintenance requirements for wet basins include mowing, routine inspections, debris and litter removal, erosion control, nuisance control, structural repairs, sediment removal, and harvesting. Grassy Swales Grassy swales are vegetated channels that convey stormwater and remove pollutants by filtration through grass and infiltration through soil. They require shallow slopes and soils that drain well. Pollutant removal capability is related to channel dimensions, longitudinal slope, and type of. vegetation. Optimum design of these components will increase contact time of runoff through the swale and improve pollutant removal rates. Grassy swales are primarily stormwaterconveyance systems. Thoy can provide sufficient control under light to moderate runoff conditions, .but their ability to control large storms is limited. Therefore, they are most applicable in low to moderate sloped areas or alonghighway medians as an alternative to ditches and curb and gutter drainage. Their performance diminishes sharply in highly urbanized settings, and they are generally not effective enough to receive construction stage runoff where high sediment loads can overwhelm the system. Grassy swales can be used as a pretreatment measure for other downstream BMPs, such as extended detention basins. Enhanced grassy swales utilize check dams and wide depressions to increase runoff storage and promote greater settling of pollutants. Grassy swales can be more aesthetically pleasing than conerete.or rock -lined drainage systems and are generally less expensive to construct and maintain. Swales can slightly reduce amised April 5, 2012 P.ege 24 of 30 impervious area and reduce the pollutant accumulation and delivery associated with curbs and gutters. The disadvantages of this technique include the possibility of erosion and channelization over time, and the need for more right-of-way as compared to a storm drain system. When properly constructed, inspected, and maintained, the life expectancy of a swale is estimated to be 20 years. Design Considerations: • Comparable performance to wet basins • Limited to treating a few acres • Availability of water during dry periods to maintain vegetation. • Sufficient available land area The suitability of a Swale at a site will depend on land use, size of the area serviced, soil type, slope, imperviousness of the contributing watershed, and dimensions and slope of the swale system. In general, swales can be used to serve areas of less than io acres, with slopes no greater than 5 %. The seasonal high water table should be at least q feet below the surface. Use of natural topographic lows is encouraged, and natural drainage courses should be regarded as significant local resources to be kept in use, Maintenance Requhrements:. Research in the Austin area indicates that vegetated controls are effective at removing pollutants even when dormant. Therefore, irrigation is not required to maintain growth during dry periods, but may be necessary only to prevent the vegetation from dying, Vegetation Lined Drainage Ditches Vegetation lined drainage ditches are similar to grassy swales. These drainage ditches are vegetated channels that convey storm water and remove pollutants by filtration through grass and infiltration through soil. They require soils that drain well. Pollutant removal capability is related to channel dimensions, longitudinal slope, arrd type of vegetation optimum design of these components will increase contact time of runoff through the ditch and improve pollutant removal rates. Vegetation lined drainage ditches are primarily storm water conveyance systems. They have vegetation lined in the low flow channel and may include vegetated shelves. Vegetation in drainage ditches reduces erosion and removes pollutants by lowering water velocity over the soil surface, binding soil particles with roots, and by filtration through grass and infiltration through soil. Vegetation lined drainage ditches can be used where: • A vegetative lining can provide sufficient stability for the channel grade by increasing maximum permissible velocity • Slopes are generally less than 5%, with protection from slicer stress as needed through the use Ravised April 5,2012 Pago 25 of so of BMPs, such as erosion control blankets • Site conditions required to establish vegetation, i.e, climate, soils; topography, are present Design Criteria: The suitability of a vegetation lined drainage ditch at a site will depend on land use, 'size of the area serviced, soil type, slope, imperviousness of the contributing watershed, and dimensions and slope of the ditch system. The hydraulic capacity of the drainage ditch and other elements such as erosion, siltation, and pollutant removal capability, must be taken into consideration. Use of natural topographic lows is encouraged, and natural drainage courses should be regarded as significant local resources to be kept in use. Other items to consider include the following: • Capacity, cross-section shape, sideslopes, and grade • Select appropriate native vegetation • Construct in stable, low areas to conform with the natural drainage system. To reduce erosion potential, design the channel to avoid sharp bends and steep grades. • Design and build drainage ditches with appropriate scour and erosion protection. Surface water should be able to enter over the vegetated banks without erosion occurring. • BMPs, such as erosion control blankets, may need to be installed at the time of seeding to provide stability until the vegetation is fully established. It may also be necessary to divert water from the channel until vegetation is established or to line the channel with sod. • Vegetated ditches must not be subject to sedimentation from disturbed areas. • Sediment traps may be needed at channel inlets to prevent entry of muddy runoff and channel sedimentation. • Availability of water during dry periods to maintain vegetation • Sufficient available land area Maintenances During establishment, vegetation lined drainage ditches should be inspected, repaired, and vegetation reestablished if necessary. After the vegetation has become established, the ditch should be checked periodically to determine if the channel is withstanding flow velocities without damage. Check the ditch for debris, scour, or erosion and immediately make. repairs if needed. Check the channel outlet and all road crossings for bank stability and evidence of piping or scour holes and make repairs immediately. Remove all significant sediment accumulations to maintain the designed carrying capacity. Keep the vegetation in a healthy condition at all times, since it is the primary erosion protection for the channel. Vegetation lined drainage ditches should be seasonally maintained by mowing or irrigating, depending on the vegetation selected. The long - Revised April S; 2012 Page 26 Of 30 " nw Attachment q Description of BMPs term management of ditches as stable, vegetated, "natural' drainage systems with native vegetation buffers is highly recommended due to the inherent stability offered by grasses, shrubs, trees, and other vegetation. Research in the Austin area indicates that vegetated controls are effective at removing pollutants even when dormant, Therefore, irrigation is not required to maintain growth during dry periods, but may be necessary only to prevent the vegetation from dying. Sand. Filter Systems The objective of sand filters is to remove sediment and the pollutants from the first flush of pavement and impervious area runoff. The filtration of nutrients, organics, and coliform bacteria is enhanced by a mat of bacterial slime that develops during normal operations. One of the main advantages of sand filters is their adaptability; they can be used on areas with thin soils, high evaporation rates, low -soil infiltration rates, in limited -space areas, and where groundwater is to be protected. Since their original inception in Austin, Texas, hundreds of intermittent sand filters have been implemented to treat stormwater runoff. There have been numerous alterations or variations in the original design as engineers in other jurisdictions have improved and adapted the technology to meet their specific requirements. Major types include the Austin Sand Filter, the District of Columbia Underground Sand Filter, the Alexandria Dry Vault Sand Filter, the Delaware Sand Filter, and peat -sand filters which are adapted to provide a sorption layer and vegetative cover to various sand filter designs. Design Considerations: • Appropriate for space -limited areas • Applicable in and climates where wet basins and constructed wetlands are not appropriate • High TSS removal efficiency cost Considerations: Filtration Systems may require less land than some other BMPs, reducing the land acquisition cost; however the structure Itself is one of the more expensive BMPs. In addition, maintenance cost can be substantial. Erosion Control Compost Description: Erosion control compost (ECC) can be used as an aid to control erosion on critical sites during the establishment period of protective vegetation. The most common uses are on steep slopes, swales, diversion dikes, and on tidal or stream banks. Revisal Apil 5, 2012 Page 2y of 3o Materials: New types of erosion control compost are continuously being developed. The Texas Department of Transportation (TxDCM has established minimum performance standards which must be met for any products seeking to be approved for use within any of TXDOrs construction or maintenance activities. Material used within any TOOT construction or maintenance activities must meet material specifications in accordance with current TxDOT specifications. TxDOT maintains a website at http://www.txdot.gov/business/contractors_consultants/recycling/compost.htm that provides information on compost specification data. ECC used for projects not related to T xDOT should also be of quality materials by meeting performance standards and compost specification data. To ensure the quality of compost used as an ECC, products should meet all applicable stateand federal regulations, includingbut not limited to the United States Environmental Protection Agency (USEPA) Code of Federal Regulations (CFR), Title 40, Part boa Standards for Class A biosolids and Texas Natural Resource Conservation Commission (now named TCEQ) Health and Safety Regulations as defined in the Texas Administration Code (TAC), Chapter 332, and all other relevant requirements for compost products outlined in TAC, Chapter 332. Testing requirements required by the TCEQ are defined in TAC Chapter 332, including Sections §332,71 Sampling and Analysis Requirements for Final Products and §332.72 Final Product Grades. Compost specification data approved by TOOT are appropriate to use for ensuring the use of quality compost materials or for guidance, Testing standards are dependent upon the intended use for the compost and ensures product safety, and product performance regarding the product's specific use. The appropriate compost sampling and testing protocols included in the United States Composting Council (USCC) Test Methods for the Examination of Composting and Compost (TMECC) should be conducted on compost products used for ECC to ensure that the products used will not impact public health, safety, and the environment and to promote production and marketing of quality composts that meet analytical standards. TMECC is a laboratory manual that provides protocols for the composting industry and test methods for compost analysis. TMECC provides protocols to sample, monitor, and analyze materials during all stages of the composting process. Numerous parameters that might be of concern in compost can be testedby following protocols or test methods listed in TMECC. TMECC information can be found at http://www.tmece.org/tmece/index.html. The USCC Seal of Testing Assurance (STA) program contains information regarding compost STA certification. STA program information can be found at http://tmece.org/sta/STA_program_desciiption.html. Installation: • Install in accordance with current TOOT specification. • Use on slopes 3:1 or flatter. • Apply a 2 inch uniform layer unless otherwise shown on the plans or as directed. • When rolling is specified, use a light corrugated drum roller. Revised April 5, 2012 Page 28 of 30 y`\ c L Description 1 BMPs 0-011`t12i1111 FOMI I 1 / D.eseriptlon: Mulch and compost filter socks (erosion control logs) are used to intercept and detain sedimentladen run-off from unprotected areas. When properly used, mulch and compost filter socks can be highly effective at controlling sediment from disturbed areas. They cause runoff to pond which allows heavier solids to settle. Mulch and compost filter socks are used during the period of construction near the perimeter of a disturbed area to Intercept sediment while allowing water to percolate through. The sock should remain in place until the area is permanently stabilized. Mulch and compost filter socks maybe installed in construction areas and temporarily moved during the day to allow construction activity provided it is replaced and properly anchored at the end of the day. Mulch and compost filter socks maybe seeded to allow for quick vegetative growth and reduction in run-off velocity. Materials: New types of mulch and compost filter socks are continuously being developed. The Texas Department of Transportation CrxDUn has established minimum performance standards which must be met for any products seeking to be approved for use within any of TxDOT's construction or maintenance activities. Mulch and compost filter socks used within any TxDOT construction or maintenance activities must meet material specifications in accordance with TOOT specification 5049. TxDOT maintains a website at http://w AY.txdot.gov/business/cojitractors_consultants/recycling/compost,htm that provides information on compost specification data. Mulch and compost filter socks used for projects not related to TOOT should also be of quality materials by meeting performance standards and compost specification data. To ensure the quality of compost used for mulch and compost filter socks, products should meet all applicable state and federal regulations, including but not limited to the United States Environmental Protection Agency (USEPA) Code of Federal Regulations (CFR), Title 40, Part 503 Standards for Class Abiosolids and Texas Natural Resource Conservation Commission Health and Safety Regulations as defined in the Texas Administration Code (TAC), Chapter 332, and all other relevant requirements for compost products outlined in TAC, Chapter 332. Testing requirements required by the TCFQ are defined in TAC Chapter 332, including Sections §332.71 Sampling and Analysis Requirements for Final Products and §332.72 Final Product Grades. Compost specification data approved by TOOT are appropriate to use for ensuring the use of quality compost materials or for guidance. Testing standards are dependent upon the intended use for the compost and ensures product safety, and product performance regarding the product's specific use. The appropriate compost sampling and testing protocols included in the United States Composting Council (USCC) Test Methods for the Examination of Composting and Compost (TMECC) should be conducted on compost products used for mulch and compost filter socks to ensure that the products used will not impact public health, safety, and the environment and to promote production and marketing of quality composts that meet analytical standards. TMECC is a laboratory manual that provides protocols for the composting industry and test methods for compost analysis. TMECC provides protocols to sample, monitor, and analyze materials during all stages of the composting process. aavrted Apra S, 2012 Pago 29 of 30 �3' y txtt �ttacirment a Description of BMPs Numerous parameters that might be of concern in compost can be tested by following protocols or test methods listed in TMECC. TMECC information can be found at http://www.tmece.org/tmece/index.btml. The USCC Seal of Testing ,Assurancc (STA) program contains information regarding compost STA certification. STA program information can be found at http://tmeec.org/sta/STA—program_description.htrnl. Installation: • Install in accordance with TxDOT Special Specification 5049• • Install socks (erosion control logs) near the downstream perimeter of a disturbed area to intercept sediment from sheet flow, • Secure socks in a method adequate to prevent displacement as a result of normal rain events such that flow is not allowed under the socks. • Inspect and maintain the socks in good condition (including staking, anchoring, etc.). Maintain the integrity of the control, including keeping the socks free of accumulated silt, debris, etc., until the disturbed area has been adequately stabilized. Description: Sedimentation chambers are stormwater treatment structures that can be used when space is limited such as urban settings. These structures are often tied into stormwater drainage systems for treatment of stormwater prior to entering state waters. The water quality benefits are the removal of sediment and buoyant materials. These structures are not designed as a catch basin or detention basin and not typically used for floodwater attenuation. Design Considerations: Average rainfall and surface area should be considered wben following manufacturer's recommendations for chamber sizing and/or number of units needed to achieve effective TSS removal, If properly sized, 50-80% removal of TS3 can be expected. Maintenance Requirements: Maintenance requirements include routine inspections, . sediment, debris and litter removal, erosion control and nuisance control. ReA"d fynil S, 2012 rage 30 of 30 �M1•C; pq h� h O x� Texas General Land Office - Disaster Recovery Y 1 q Form 6-2 Wage Rate Issuance Notice The Davis -Bacon Act requires a valid Wage Decision be included in the bid package and construction contract specifications before bids are opened and be in effect on the date of the construction contract award. Obtain the most current Davis -Bacon wage decisions at www.wdol.aov GLO Contract #: Grantee Name: La Porte GLO-DR Contract #: DRS 12-484-000-6650 Labor Standards Officer Name: Emily Phalan Address: 2201 Northland Drive, Austin TX 78756 Phone #: 512-420-0303 1 have determined the following General Wage Decision to be applicable for this construction work": Published: 01MQ013 "Wage Decision Number: TX130056 Type of Work (check one): O Heavy 9 Highway O Building O Residential Description of Bid Activity Flood and Drainage - Storm sewer trunk system Estimated Bid Opening Date: November 14, 2013 ISSUED BY: Name: Emily Phalan Address: 2201 Northland Dr Title: Grant Administrator City: Austin State: Tx zip: 78756 Phone No: (512 t 420-0303 "Attach wage decision to this form and retain in local files. Do not send a copy to GLO•DR" This form effective 9/10/2012 WV13 Mdd.gaA%W/scafiles/da4sbacor✓iX56.dW?w0 General Decision Number: TX130056 01/04/2013 TX56 Superseded General Decision Number: TX20120056 State: Texas Construction Type: Highway Counties: Austin, Brazoria, Chambers, Fort Bend, Galveston, Hardin, Harris, Jefferson, Liberty, Montgomery, Orange, San Jacinto and Waller Counties in Texas. HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges). Modification Number Publication Date 0 01/04/2013 * SUTX2011-013 08/10/2011 Rates Fringes CEMENT MASON/CONCRETE FINISHER (Paving and Structures) ......................$ 12.98 ELECTRICIAN ......................$ 27.11 FORM BUILDER/FORM SETTER Paving & Curb ...............$ 12.34 Structures ..................$ 12.23 LABORER Asphalt Raker ...............$ 12.36 Flagger.....................$ 10.33 Laborer, Common .............$ 11.02 Laborer, Utility ............ $ 11.73 Pipelayer...................$ 12.12 Work Zone Barricade Servicer....................$ 11.67 PAINTER (Structures) .............$ 18.62 POWER EQUIPMENT OPERATOR: Asphalt Distributor ......... $ 14.06 Asphalt Paving Machine ...... $ 14.32 Broom or Sweeper ............ $ 12.68 Concrete Pavement Finishing Machine ........... $ 13.07 Concrete Paving, Curing, Float, Texturing Machine .... $ 11.71 vdol.g Wvdd/scafiles/da4sbacoMX56.dW?w0 1/5 9110113 M4d.goA%dd/scafi1es/dmisbacorYTX56.dW?�0 Concrete Saw ................$ 13.99 Crane, Hydraulic 80 Tons or less .....................$ 13.86 Crane, Lattice boom 80 tons or less ................$ 14.97 Crane, Lattice boom over 80 Tons .....................$ 15.80 Crawler Tractor .............$ 13.68 Excavator, 50,000 pounds or less .....................$ 12.71 Excavator, Over 50,000 pounds ......................$ 14.53 Foundation Drill, Crawler Mounted .....................$ 17.43 Foundation Drill, Truck Mounted .....................$ 15.89 Front End Loader 3 CY or Less ........................$ 13.32 Front End Loader, Over 3 CY.$ 13.17 Loader/Backhoe..............$ 14.29 Mechanic ....................$ 16.96 Milling Machine .............$ 13.53 Motor Grader, Fine Grade .... $ 15.69 Motor Grader, Rough ......... $ 14.23 Off Road Hauler .............$ 14.60 Pavement Marking Machine .... $ 11.18 Piledriver ..................$ 14.95 Roller, Asphalt .............$ 11.95 Roller, Other ...............$ 11.57 Scraper .....................$ 13.47 Spreader Box ................$ 13.58 Servicer .........................$ 13.97 Steel Worker Reinforcing Steel ........... $ 15.15 Structural Steel welder ..... $ 12.85 Structural Steel ............ $ 14.39 TRUCK DRIVER Low Boy Float ...............$ 16.03 Single Axle .................$ 11.46 Single or Tandem Axle Dump..$ 11.48 Tandem Axle Tractor w/Semi Trailer .....................$ 12.27 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). Mdd.go4v4d/scafilesldarisbacoNTX56.M?w0 2/5 911a13 v.dd.go %ddlscafilesldausbaconrrX56.d ?7 0 The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is union or non -union. Union Identifiers An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198-005 07/01/2011. The first four letters , PLUM, indicate the international union and the four -digit number, 0198, that follows indicates the local union number or district council number where applicable , i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be July 1, 2011 in the above example. Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rates. 0000/9999: weighted union wage rates will be published annually each January. Non -Union Identifiers Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non -union data. Example: SULA2004-007 5/13/2010. SU indicates the rates are not union majority rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date. Survey wage rates will remain in effect and will not change until a new survey is conducted. xdd.go%tmU/stafileslda isbacan/TX56.d\b1v=0 - 3/5 W10/13v4d.gaAWd1scafilesldaisbacaJiX56.d�b?v 0 WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. M4d.ga4vddlscafilesldausbacorJTX56.dW?KO 415 911O/13 Mdd.g o4%dd/scafiles/daw sbacorJTX56.db?w0 END OF GENERAL DECISION wid.goW4d/scafiles/da:sbacorJTX56.M?7 D 5/5 �EP�I 11 :G Texas General Land Office - Disaster Recovery n � � n Form 6-3 Ten -Day Confirmation Form Ten (10) days or less before the bid opening date, confirm that the initial wage decision inserted in the bid package is still current. Count the 10 days to include the weekends — 10 calendar days before the bid opening date. Wage rates are not "locked -in" and may be modified until bids are opened. If wage rates are modified after the Ten -Day Confirmation but before bid opening, and the LSO is unable to contact all bidders, contact the DR Division Labor Standards Specialist. Grantee Name: La Porte GLO Contract Number: 12-484-000-6650 DRS Number: Ten Day Confirmation Information: Confirmed Wage Decision: TX130056 01/04/2013 Published Date: Bid Activity: Flood and Drainage - Storm sewer trunk system LSO Confirming: Emily Phalan Date of 10-day Confirmation: November 4, 2013 Bid Opening Date*: November 14, 2013 (*If the Small Purchase method of procurement is used the above entry will be the bid tabulation date.) If Wage Decision was modified, describe action taken by LSO to distribute the updated wage decision to all interested parties: 10-day call Action Taken: ❑ None ❑ Faxed ❑ E-Mailed ❑ Mailed Distributed By LSO: Date: Comments: **Attach wage decision to this form and retain in local files. Do not send a copy to GLO•DR** Revised form effective 9/io/2oi2 11/4113 v4d.govvdd/scafiles/dawsbacmTX56.dW?�0 General Decision Number: TX130056 01/04/2013 TX56 Superseded General Decision Number: TX20120056 State: Texas Construction Type: Highway Counties: Austin, Brazoria, Chambers, Fort Bend, Galveston, Hardin, Harris, Jefferson, Liberty, Montgomery, Orange, San Jacinto and Waller Counties in Texas. HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges). Modification Number Publication Date 0 01/04/2013 * SUTX2011-013 08/10/2011 Rates Fringes CEMENT MASON/CONCRETE FINISHER (Paving and Structures) ......................$ 12.98 ELECTRICIAN ......................$ 27.11 FORM BUILDER/FORM SETTER Paving & Curb ...............$ 12.34 Structures ..................$ 12.23 LABORER Asphalt Raker ...............$ 12.36 Flagger.....................$ 10.33 Laborer, Common .............$ 11.02 Laborer, Utility ............ $ 11.73 Pipelayer...................$ 12.12 Work Zone Barricade Servicer....................$ 11.67 PAINTER (Structures) .............$ 18.62 POWER EQUIPMENT OPERATOR: Asphalt Distributor ......... $ 14.06 Asphalt Paving Machine ...... $ 14.32 Broom or Sweeper ............ $ 12.68 Concrete Pavement Finishing Machine ........... $ 13.07 Concrete Paving, Curing, Float, Texturing Machine .... $ 11.71 v d.ga%dd/scafiles/dausba=VTX56.d%b?v=0 1/5 11/4113 Ndd.govWW/scafiles/dawsbacorYTX56.M? -0 Concrete Saw ................$ 13.99 Crane, Hydraulic 80 Tons or less .....................$ 13.86 Crane, Lattice boom 80 tons or less ................$ 14.97 Crane, Lattice boom over 80 Tons .....................$ 15.80 Crawler Tractor .............$ 13.68 Excavator, 50,000 pounds or less .....................$ 12.71 Excavator, Over 50,000 pounds ......................$ 14.53 Foundation Drill, Crawler Mounted .....................$ 17.43 Foundation Drill, Truck Mounted .....................$ 15.89 Front End Loader 3 CY or Less ........................$ 13.32 Front End Loader, Over 3 CY.$ 13.17 Loader/Backhoe..............$ 14.29 Mechanic ....................$ 16.96 Milling Machine .............$ 13.53 Motor Grader, Fine Grade .... $ 15.69 Motor Grader, Rough ......... $ 14.23 Off Road Hauler .............$ 14.60 Pavement Marking Machine .... $ 11.18 Piledriver ..................$ 14.95 Roller, Asphalt .............$ 11.95 Roller, Other ...............$ 11.57 Scraper .....................$ 13.47 Spreader Box ................$ 13.58 Servicer .........................$ 13.97 Steel Worker Reinforcing Steel ........... $ 15.15 Structural Steel Welder ..... $ 12.85 Structural Steel ............ $ 14.39 TRUCK DRIVER Low Boy Float ...............$ 16.03 Single Axle .................$ 11.46 Single or Tandem Axle Dump..$ 11.48 Tandem Axle Tractor w/Semi Trailer .....................$ 12.27 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)) . wdd.ga4Wol/scafiles/dawsbecoriTX56.d,b7w0 2/5 11/4113 wdd.g mMdd/scafi I es/daw sbacor✓ix56.d W?� o The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is union or non -union. Union Identifiers An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198-005 07/01/2011. The first four letters , PLUM, indicate the international union and the four -digit number, 0198, that follows indicates the local union number or district council number where applicable , i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be July 1, 2011 in the above example. Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rates. 0000/9999: weighted union wage rates will be published annually each January. Non -Union Identifiers Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non -union data. Example: SULA2004-007 5/13/2010. SU indicates the rates are not union majority rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date. Survey wage rates will remain in effect and will not change until a new survey is conducted. Mdd.ga4add/scafiles/daisbacor✓T%56.cKb?w0 315 11/4113 Ndd.go.Mdd/scafiles/daisbacoNlX56.dW?w0 WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. vdd.goMdol/scafiles/darsbwoVTX56.db?K0 4/5 11/4113 vdd.govWW/scafiles/dawsbecorJiX56.dW? -0 END OF GENERAL DECISION vdd.gaMdd/scafiles/da%isbacorvTX56.d%b?T G 5/5 10/3/13 GrantWorls, Inc. Mail - FW: VJO 220607-1_BID7_Fifal_1 - Cityof LaPorte ic ®rImth FW: WO 220607-1_BID1_Final_1 - City of La Porte 1 message Emily Koone <emily@grantworks.net> Reply -To: emily@grantworks.net To: emily@grantworks.net From: Antonio Rodriguez Sent: Thursday, September 12, 2013 11:24 AM To: Daniel De Leon Subject: FW: WO 220607-1_BID1_Final_1 - City of La Porte Danny, please upload. Thanks. Antonio Rodriguez, P.E. Project Manager HNTB Corporation 130 E. Travis Suite 200 San Antonio, Tx 78205 Tel (210) 541-1922 (Direct) Tel (210) 349-2277 ext. 11922 (Office) Tel (512) 800-0382 (Cell) Fax (210) 349-2101 www.hntb.com Emily Phalan <emily@grantworks.net> Thu, Oct 3, 2013 at 8:35 AM Imps://mail.google.cmYnvil/LM'M=28 k-ef12a23d9b&\i ptUearch=irboAth= 1417e67fed925799 113 193113 GrantWorls, Inc. Mal - FW: WO 220607-1_BID7_Final_t - Cityof LaPorte From: Antonio Rodriguez Sent: Thursday, September 12, 2013 11:23 AM To: Heath Lyle; Brad Matlock Cc: Jarrod Choate (Jarrod.Choate@GLO.TEXAS.GOV); Holin Lim; cim.howell@glo.texas.gov; Richard Ibarra Subject: WO 220607-1-BIDl-Final-1 - City of La Porte Mr. Lyle and Mr. Matlock, We hake reviewed the subject bid package submittal for the City of La Porte - Third Street Paving and Drainage , P21147. Please respond to the 100%Submittal Comments. Once that has been completed, this Final submittal will be considered 'accepted'. No further uploads will be required. Refer to the submittal ID, 220607-1—BIDi Final 1, at the link below, to view and respond to the comments. https: //dashport. b(drec. org/clients/tdra/pmc/engi/220607-1/Lists/erev/bysubmitta lid.aspx Note: This review is to determine conformance with the contract performance statement and to identify items that could significantly delay or jeopardize the completion of a project. Acceptance of a bid package does not relieve the Grantee or Engineer of the requirements of the Texas CDBG Disaster Recovery Implementation Manual and all applicable local, state and federal laws. Antonio Rodriguez, RE Project Review Manager Disaster Recovery Program Management Team for the State of Texas HNTB Corporation 130 E. Travis Suite 200 San Antonio, Texas 78205 Tel (210) 541-1922 (Direct) hltpsl/mal.goog le.caNneil/W0?ui=2&k-ell 2a23d3b6ve� t&search=inbm9th= 1417e87fed925799 2/3 1OW13 Grar tWorla, Inc. Mail - F W: WO 220607-1_BID 7_Firal_t - Cityd La Porte Tel (210) 349-2277 exL 11922 (Office) Tel (512) 800-0382 (Nbbile) Fax (210) 349-2101 E-mail anrodriguez@hntb.com www.hnth.com hltpsllrrail.google.coMrmIhA M=2&i1Fa(12a236b&vev ptBsearch=inbmBlh=1417e87(eM5799 30 of La Porte Section 00020 NOTICE TO BIDDERS Sealed BIDS for the construction of the 3rd Street Paving and Drainage Improvements will be received until 2:00 p.m. on November 14'", 2013, in the office of the Purchasing Manager, City Hall, City of La Porte, 604 W. Fairmont Parkway LaPorte, Texas 77571. Bids must be received and time stamped by the City Secretary prior to the aforementioned time, when they will be publicly opened and read aloud at the City Hall, City of La Porte, 604 W. Fairmont Parkway LaPorte, Texas 77571. Bidding Documents maybe obtained upon payment of $100 (non-refundable) at the office of the Engineer, Cobb, Fend ley & Associates, Inc., 13430 Northwest Freeway, Suite 1100, Houston, TX 77040, with checks made payable to Cobb, Fendley & Associates, Inc. or at www.civcastusa.com without charge. Documents can also be examined without charge at the office of the City Secretary. A Cashier's Check, Certified Check, or acceptable Bid Bond, payable to City of La Porte in an amount not less than 5% of the maximum Bid price submitted, must accompany each Bid as a guarantee that, if awarded the Contract, the Bidder will within 15 calendar days of award of Contract enter into a Contract and execute Bonds on the forms provided in the Contract Documents. The successful Bidder must famish PERFORMANCE and PAYMENT BONDS on the forms furnished with the PROPOSAL, in the amount of 100% of the total Contract price. Attention is called to the fact that not less than the federally determined prevailing (Davis - Bacon and Related Acts) wage rate, as issued by the United States Department of Labor and contained in the contract documents, must be paid on this project. In addition, the successful bidder must ensure that employees and applicants for employment are not discriminated against because of race, color, religion, sex, age, or national origin. Under Section 231.006, Family code, the CONTRACTOR certifies that the individual or 00020- 1 City of La Porte 3'd Street Paving and Drainage Improvements NOTICE TO BIDDERS business entity named in this contract, bid, or application is not ineligible to receive the specified grant, loan, or payment and acknowledges that this contract may be terminated and payment may be withheld if this certification is inaccurate. This project shall comply with the requirements of the funding source- Texas Community Development Block Grant Disaster Recovery Round Two (2) under the Consolidated Security Disaster Assistance, and Continuing Appropriation Act (Public Law 110-329) enacted on September 30, 2008, to facilitate disaster relief, recovery, restoration and economic revitalization in areas affected by Hurricanes Dolly and Ike, which were Presidentially- declared major disaster areas under -Title IV of the Robert T. Stafford Disaster Relief and Emergency Assistance Act (42 U.S.C. 5121 et seq.), under the City of La Porte GLO CONTRACT NO.12-484-000-6650, City Bid NO.14001. The work to be performed under this contract is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968. To the greatest extent feasible, opportunities for training and employment shall be given to Section 3 (low income) residents of the project area, and contracts for work in connection with the project shall be awarded to Section 3 business concerns. A non -mandatory pre -bid conference will be held at City Hall, City of La Porte, 604 W. Fairmont Parkway LaPorte, Texas 77571, on October 31", 2013 at 2:00 p.m. All prospective Bidders are encouraged to attend. Until final award of the Contract, the OWNER reserves the right to reject any or all Bids, to waive irregularities or technicalities, to re -advertise, or proceed to do the Work otherwise when in the best interests of the OWNER. 00020-2 HEUM EKING Women should art mammoa amsl bma d Qdda aemu -SS'mq[h ieddamafbmrz - ,,.;m,mamu;, rceanedmoua�ic �>� ra mamba..m� ,.. m,mma�,q�mm;aea�+� �'� Wama..omm,mmnmhGLa A'Mvhanb,va>* �m�na°�in avmmas�[e&°le8+u mmp>R bd...�• rba,ewa eam ym[mr=[am ba memllmMmiad.'vri P. FuW� mid a+h MD_ FAGO: abamdmfiSGd Mort 6dm i�Ym,Y ua --fiAkF ay¢dbtNObveain aM mdad fmmG mertmWe�Lmgo ,xmy, ••a'meemm�mcy�p,y Fad)' Wd[,Ig[v.v[biv6.mdadam[ ' pvbrn6m�Wcefddm,c a.m'vq [dN,d. vJartd faraud�v6demud. ady mpwvdrvidud dmmaaoas' mge.bmyyy,.,mm[ ad,.vm Dc FmdlrySm;,4.eo ba.e an mud daea (o[Eam ammmd.- �S[ybo:deiaPam!ma C'•� Dc FmNrnSm:,6 uy, dm gdSEY Sodd,dc®muedwrb,om oe SeybolClinic nd com a.cr�m,bmc»,. Clinic mmeGmJmm',.a 6mdr y[maf efbrtaw aamo[VO,hee Yav Oeda,O!>t!N X Kelsey-Seybold tea" serving the say Area wirh =venient Oaa]abc Our-L]0G®:dw... b` lOmtiOns Saq,d, mme eppao®mu.9 am �: pm /,ppp . (aldbL p • Inrri MAue, • Q[aPaaC,Y� lldme q.ygeLa'SWnMd.e:-IRd"mo . p6;mt ✓.diaxavd Rd.bJ:m+u,/Spme • LSegwv ad%[n' m,m (le laka MadiulCmzG•1Pwe N.�.ay>•ova: pham,c� 3 CmCobp'•Omwam6Y-DIaMvEdvaaon•Dleadm and NuutmnSv.im Fstoei+owp"• Pawl..V.�vO[ • Gamem•w'<9"Naambp'• O&4YN ' ppamen•"Wmoc,n'Mdidu•A4cr+u'.op.Surbvy. V,eyp Pandrm Qiuc- SOaI E S.o HOuue:Srt..ar'S.-OmrspEa®+d 41GONp.Dam,aaaq•Emw;mlep" ,mu114d'+:na•Ivmw Nid+c'v O W�l:'1 • Padevv - 46yaid Nv6coe .ca Ha+biLmodip'ne rwmao.� wd;do[ • Labxmry ma zm •[,.� TO BIDDERS N><m�aa C'am. FO^M/ 6 AvtO'• uIG 1341J GMYaq FCOM{%a,vn ,wv. rnn..0 T%PWO, wll Ors -aw CaACIO m OWJ. iOrMM 8 MagNM. ac q q rw.Wma•mvwm wawa u'wp. gannb am Ye [e mvN:e'+ ab/A{ pypaq Tq ORw ar Cn P.M�muS rJu-M<[ A dNMry GM. Ccr-nee fJ�e Y. o- �gabls � �IIS roJSYO n qyd HibGv'c m,amaum e:I axma 5%d mem�am��NmB� m6e¢0,14 aYOOO!Bb ua YG2"SC G'm vyplN ySOM]rmya er anus e!,^.b'wa wwlmeCw4mN� EO!a+' t9� TtlmbnedMMan Qm WmaG'JWrtialG V TM +ucoal'd 8'cmr rmQ !wNN PEPFOPGWDE Y!a MYNQdi WN05 on t+a mma nm,Nwc xa m PHDfD'.a1 n e• anlo,an a tat%d en ma Dem.avem. Ame>nameac�rm�aa�m Mw m�w"�",m�w,°�° q�jYm. • mtl mnahee n ae a!'an amumrnv -u ae NN o„ TLG,v�on N YtlCml. 00 eucd'9ttil Q]oe' mt.! M:v+O P5 Olre:nNm e„I evWdv b t!mpmn< W U mam'[.'a'Am OWl'R hO.vv c: mcw mi0•, uilM im.. ei0. graYgal c!ID>< Ulr0ar90gwODi0t6 Fr,Y mm.Ea CW'IRR4T'a rombasat vn VM.tOd q baYlM�agrwea nae meeq bm. vwenmace. a rd m.yawmme`.a !Y piba YNM1 ka,l or i�r,.ra qIC ldaMCEWa ftl ^rtl [OAfF e % 00 TIdG .!^� .Ir mroN ,w, ao mdxm�n,n o: vb aw,v ,r,w,gaa mm..d;' awbamm �>* cnm D~�a: aem.on aodw n+o m udq OV eqA6va Scn'Y Deem: A+b'-us. n',0 fnR.tln9 AG�a>bW, An MmaG ;+. noaa! o.,rva c, smTM-mr x.:m5, n wram mem mm. mgcgx Immxo, am osm+e anmr�'w N oma. coma w Nghvbs �!� qtl PC. WtlT wvm hedCm'f'alMmdlTC m010, mWW AYbW� (•m U$G ST�aD aec�j, aumer as faN a La Porm fYD (.pglN('f M0. tSAMgia0.tl. (EN' Bq N0. LqJ: TwwgmaemAamNe w!O[NmnM baWPdme,o!aN'Amvm d Sealm .-.�,.�........ [w..mmmnaadlAmAmo Oaa!m!sma4nPq - A WQII�d®IYGm'dtlmmganm,.Y mrwtlq QYNe0.maYdlARYY. Wa x[ Polr'r4E NYac%'.0 Porm. Ta® T15T. T OcbD• 11�. '2T] ]t2Ca MCOd WOyat•.e Bmfe!f mceM®AdOYiLL um am! mnm a mo Cvmoa, m owwa Iv.sm me nEra<mMd mNa[ a0 ,....• ACCEPTING N[W MTENESaM SO NFAON PLANS ' tdLAy+erboid.<vm d requested - She said the event is coordinated by the Coali- tiods Prescription Drug Advisory Committee and that its focus is primar- ily on preventing misuse of the drugs and the accidental poisoning of children. Countie agreed. important because it keeps these potentially dangerous medications out of the reach of chil- dren,' Jon D. Thompson, director of the Southeast Texas Poison Center, said in a news release. "It pre- vents abuse, misuse, or accidental poisonings by youth as well as adults." *** Houston Chronicle 1 HoustonChronicle.com and chromcom i Week of October 24-So, 2013 1 Z& page 9 Specialty Care Center at Victory Lakes on Inter- state 4s until last spring. "This past April, we partnered with the Hous- ton Police Department Clear Lake Substation and empanded to the UVM3 Eye Center in Galveston while still hosting the Vic- tory Lakes collection." and see it at the same time Now we can actually show you on a screen How much speech is reaching your eardrum NOTICE TO BIDDERS Sealed BIDS for the construction of the 3' Street Paving and Drainage Improvements will be received until 2:00 p.m. on November 14", 2013, in the office of the Purchasing Manager, City Hall, City of La Porte, 604 W. Fairmont Parkway, La Porte, Texas 77571. Bids must be received and time stamped by the Purchasing Department prior to the aforementioned time, when they will be publicly opened and read aloud at the City Hall, City of La Porte, 604 W. Fairmont Parkway, La Porte, Texas 77571. Bidding Documents may be obtained upon payment of $100 (non-refundable) at the office of the Engineer, Cobb, Fendley & Associates, Inc., 13430 Northwest Freeway, Suite 1100, Houston, TX 77040, with checks made payable to Cobb, Fendley & Associates, Inc. or at www.eivcastusa.com without charge. Documents can also be examined without charge at the office of the Purchasing Manager. A Cashier's Check, Certified Check, or acceptable Bid Bond, payable to City of La Porte in an amount not less than 5% of the maximum Bid'price submitted, must accompany each Bid as a guarantee that, if awarded the Contract, the Bidder will within 15 calendar days of award of Contract enter into a Contract and execute Bonds on the forms provided in the Contract Documents. The successful Bidder must furnish PERFORMANCE and PAYMENT BONDS on the forms furnished with the PROPOSAL, in the amount of 100% of the total Contract price. Attention is called to the fact that not less than the federally determined prevailing (Davis -Bacon and Related Acts) wage rate, as issued by the United States Department of Labor and contained in the contract documents, must be paid on this project. In addition, the successful bidder must ensure that employees and applicants for employment are not discriminated against because of race, color, religion, sex, age, or national origin. Under Section 231.006, Family code, the CONTRACTOR certifies that the individual or business entity named in this contract, bid, or application is not ineligible to receive the specified grant, loan, or payment and acknowledges that this contract may be terminated and payment may be withheld if this certification is inaccurate. This project shall comply with the requirements of the funding source -Texas Community Development Block Grant Disaster Recovery Round Two (2) under the Consolidated Security Disaster Assistance, and Continuing Appropriation Act (Public Law 110-329) enacted on September 30, 2008, to facilitate disaster relief, recovery, restoration and economic revitalization in areas affected by Hurricanes Dolly and Ike, which were Presidentiallydeclared major disaster »-c .,nrior Title Iv of the Robert T. Stafford Disaster Relief and Emergency ADDENDUM NO. 1 City Bid No. 14001 City of La Porte 3°' Street Paving and Drainage Improvements Date: November 13, 2013 To: All Interested Parties From: Heath Lyle, PE CobbFendley The following additions, deletions, clarifications and changes are hereby made a part of the RFP Documents for the above referenced project as fully and as completely as though the same were included therein. Contract Document and Technical Specification Revisions: I. In Section 00030 Instructions to Bidders on pages 3 and 4 replace paragraph 6.1 and 6.1.1 which revises the question and answer period as follows: 6.1 All questions about the meaning or intent of the Bidding Documents are to be directed to ENGINEER/ARCHITECT or OWNER, in writing not less than 36 hours prior to the date for opening of Bids. No response will be provided to a Bidder's oral question if the question involves an interpretation of the intent or meaning of the Contract Documents, or the equality or use of products or methods other than those designated or described on the Drawings or in the Specifications. Any information provided to Bidders other than by means of the Contract Documents, including Addenda as described below is given informally for information and the convenience of the Bidder only and is not guaranteed. The Bidder agrees that such information shall not be used as the basis of nor shall the giving of any such information entitle the Bidder to assert any claim or demand against OWNER or ENGINEER/ARCHITECT on account thereof. 6.1.1 Replies will be issued by Addenda mailed or delivered to all parties recorded by ENGINEER/ ARCHITECT or OWNER as having received the Bidding Documents, within 24 hours prior to the dated fixed for the opening. All Addenda so issued shall become part of the Contract Documents. Page I of 2 Plan Revisions: Replace Sheet 28, 3id Street Plan & Profile STA. 0+50 To 5+50 to include the outfall revisions per attachment AD1 which includes a 6" thick, 12'x12' concrete ditch connection between the proposed outfall pipe and the existing ditch channel. The bedding requirements for the storm sewer shall also apply to the ditch connection. Slope paving shall be used to tie into the existing and proposed grades. The grassy extreme storm event overflow path limits have also been further defined on this plan sheet. The pay items areas specified in the attachment with no additions to the bid form. I��CS/Ij APPROVED FOR ISSUE: 144 By Cobb, Fendley, and Associates, Inc. END OF ADDENDUM NO. 1 Please acknowledge receipt of this addendum with signature and date and return with completed Bid Documents. Also acknowledge receipt of Addenda in Section 00040 of the Bid Documents. Failure to do so may cause your Bid to be considered non -responsive. Receipt of this Addendum No. 1 (City, Bid No. 14001) Is hereby acknowledged Authorized Signature Company Name Page 2 of 2 Date v BCNd� M/.IN 1. DdifLIIMN A) 1NE CUiPNl 41ILL BC PYD PEX Bq IifL 33. � , 1r. d' � 1 _ SYNYN.BILW R. 40PE P1NNG 91M1 S 1 � • �u PLR EXTRA 9D Ild1 } } il{ 13k12 ML BDTpI dttN t 1 ` ir.n r .n m+u�w vv w , ui avriawn uu w wnur m.n CdINEC1KN 91NL E NOMII iAL � o.rti 1rw,w ar .yl m RLuiLn Iws (N a,Rs le' d4 EAOI WAY di YALCM �M1ILSx ym _ $$__ FxE i6 qy> P yq .Y PM FASTING) mvtw � I 1 �gPP�1 AD1 ¢�.tlOTM b P�,> i 9wL S Ns tA<N+ur. to - DD R'� MW+ r> xl Yut SL __—__ - ,—y L �__ ,- I•f IWdWa m R N AN NN auoo PIMP +m a ___ _ __—____ h >� .^ •C 1 �rzrzr.•o�omi �aas� IM.ILYIY P.Y. 6'L[WF M M.f OM .. �, I NOI ♦ PAAYV P.1 MlIX19W1S v y •. rlw. �.I i' wN N mu®m Su[zr an. Nmi tMWC1�.N dtt a IIPCRR Rv. .: .era. a zo[vuN la- _ dmN :N'a'Ne.olva 0 Ms.SV fP1B W-CG - -lily'.®.p�.R � _� Ymi]vlb.nix n m _- nA-i.annu L RWi vvv .eR - A.. � rxar. _� ,n .., -. x•. AD7 '.. _rz-ii z4Pd xTT _ CIm Ilxs N.T. LNIx. �iRL-Ri �µ si NV TM[s m iw w11N. W > TNS4 m I If p1 F M1..MN..i.M IN- n ry CobbFendley u 3RD STREET a a ad;P�llrtMo a u u u. Y y a -aro ltn wrt ! �1.. t wrz I „ p RW as wi t •'.• u CITY OF LA 1'ORTk 3RD STREET PAVING AND DRAINAGE PROJECT z F-F L a _ 6 y Im STR a¢f) _y r u0R0 'pt.l.l.i > MEET PLAN PROGIIE s ;_'"_ABYA 5 STA. o+w *D .so � J rI[GEG 3 _1 10 EP iCCCCG I,3+00 I+Op 2+00 4+00 5+00 I, 28 w 3B :ivCast Report: City of LaPorte- 3rd Street Paving and Drainage Improvements Nov, \%LN !kr , - - - Data/'dB1g Commnv usenuame Pho Action 11/05/13 08:08AM One Way Striping and Signs capLrtodeschiniDgmail.com 832-250-8992 Contract Documents and Technical Specifications OL 11/04/13 03:46PM CherryCompanies bicherry 713-436-0990 Plan Set DL 11/O1/13 10:06AM SMG Paving and Construction Inc. . sm9Paving 281-398-4232 Plan Set Contract Documents and Technical Specifications DL 13J01/13 09:49AM d SMG Paving an Construction Con smgpaving 281-398-4232 DL 10/31/13 01:OOPM Paskey Incorporated Paskey Incorporated paskeyinc0207 281-941-9321 Notice to Bidders Contract Documents and Technical Specifications Notice to Bidders Plan Set DL 10J31/13 11:47AM paskeyinCO207 paskeyinc0207 281-941-9321 281-941-9321 DL DL DL 10/31/13 11:46AM Paskey Incorporated 10/31/13 11:44AM Paskey Incorporated paskeyinCO207 281-941-9321 10/31/33 11:43AM Paskey Incorporated paskeyinc0207 281-941-9321 Plan Set DL 10/31/13 11:41AM Paskey Incorporated paskeyincu207 281-941-9321 Contract Documents and Technical Specifications DL 10/31(13 11:12AM Paskey Incorporated paskeyinc0207 281-941-9321 Notice to Bidders OL 10/31/13 11: 12AM Paskey IncorporatedpaskeyinCO207 281-941-9321 Notice to Bidders DL 10/31/13 10:58AM Paskey incorporated paskeyinCO207 281-941-9321 Contract Documents and Technical Specifications DL 30/31/13 10:58AM Paskey Incorporated paskeyinc0207 281-941-9321 Notice to Bidders DL 10/31/13 09:37AM Hassell Construction Company, Inc. peruggs 281-893-2570 Plan Set DL 10/31/13 09:34AM Hassell Construction Company, Inc. trrsuggs 281-893-2570 Plan Set OL 10/31/13 09:06AM Brooks Concrete, Inc. brooksconcrete1976 713-947-8440 Contract Documents and Technical Specifications DL 10/31/13 09:OOAM Ray -Wright Pumps raywrightpumps 281-487-0765 Notice to Bidders DL 10/31/13 08:21AM AA Asphalt Paving Inc AAA Asphalt Paving Inc 713-896-7373 Contract Documents and Technical Specifications DL 10/31/13 08:21AM AAA A Asphalt Paving Inc AAA Asphalt Paving Inc 713-896-7373 Notice to Bidders DL 10/31/13 08:21AM Inc Asphalt Paving AAA Asphalt Paving Inc 713-896-7373 Plan Set DL 10/33/13 08:03AM Hassell Construction Company, Inc. cscruggs 281-893-2570 Contract Documents and Technical Specifications DL 10/30/13 03:44P 4-C Cans"Ib vernont3 es , 281-826-0303 Contract Documents and Technical Specifications DL 10/30/13 03:29PM 4C Construction norma1942 281-826-0303 Contract Documents and Technical Specifications DL Aranda Brothers 10/30/13 02:51PM Construction Co., aranda 281-330-7221 Plan Set DL Inc. Aranda Brothers 10/30/13 02:51PM Construction Co., aranda 281-330-7221 Contract Documents and Technical Specifications DL Inc. Aranda Brothers 10/30/13 02:51PM Construction Co., aranda 281-330-7221 Notice to Bidders DL Inc. Crc W11 as I I � 20119 0£09 AM Page l / 5 :ivcast Report: City of LaPorte- 3rd Street Paving and Drainage Improvements 10/30/13 12:44PM Startpoint Excavation LLC leobespexcavation.com 512-289-2598 Plan Set DL 10/30/13 12:44PM Startpoint LLC leob0spexcavation.com 512-289-2598 Plan Set DL 10/30/13 11:48 -. eldoconstrud:ionilligmail.com 713-530-6204 Contract Documents and Technical Specifications DL 10/30/13 11:48AM El Dora o Construction eldoconstructionfgmail.00m 713-530-6204 Contract Documents and Technical Specifications DL 10/30/13 08:17AM A E PRODUCTS AEPRODUCTS 713-621--0022 Plan Set DL Do 10/30/13 07:26AM actors,lnc D CINC L,� v 3 456-08� Notice to Bidders DL 10/30/13 07:26 DWCINC -JL,�e 281-456-0898 o Nmts and Technical Specifications DL Contractora,inc 10/29/13 04:45PM Wilson Culverts, Inc. lilliewilliams*outiuok.com 903-764-5605 Contract Documents and Technical Specifications DL 10/29/13 03:45PM AECOM exnicious 713-278-4602 Contract Documents and Technical Specifications OL 10/29/13 02:29PM Stripes & Stops Co., Inc. Forrest 2 281-821-3307 Notice to Bidders DL 10/29/13 02:25PM Stripes & Stops Co., Forrest 2 281-821-3307 Contract Documents and Technical Specifications DL Inc. 10/29/13 10:44AM Hassell Construction Company, Inc. cscruggs 281-893-2570 Plan Set DL 10/29/13 09:15AM Stripes & Stops Co., Forrest 2 281-821-3307 Notice to Bidders DL Inc. 10/29/13 09:06AM Stripes & Stops Co., Forrest 2 281-821-3307 Contract Documents and Technical Spedfications DL Inc. 10/29/13 08:31AM Stripes & Stops Co., Forrest 2 281-821-3307 Plan Set DL Inc. 10/28/13 09:03PM T GRAY UTL1TIL[TV & REHABCo. TGRAYUTILITY 281-455-0899 Notice to Bidders DL 10/28/13 02:30PM 4-C Construction vemont3 281-826-0303 Contract Documents and Technical Specifications DL 10/28/13 11:02AM SER Construction Partners, Ltd. serconstruction 713-473-7900 Notice to Bidders DL 10/28/13 11:01AM SER Construction Partners, Ltd. serconstruction 713-473-7900 Plan Set DL 10/28/13 30:1 SER Constnlcion Partners, Ltd. serconstruction Y / 713-473-7900 Contract Documents and Technical Specifications DL 10/28/13 09: 10AM Inavahve Precast Conaete bridcman 281-498-8085 Contract Documents and Technical Specifications DL 10/28/13 08: 19AM Paving Design Plus sbdillard0yahoo.com 832-928-6690 Contract Documents and Technical Specifications OL 10/25/13 06:51PM Self rmsron®yahoo.com 832-627-5653 Plan Set DL 10/25/13 06:51PM Self rmsron0yahoo.com 832-627-5653 Contract Documents and Technical Specifications DL 10/25/13 06:51PM Self rmsron0yahoo.com 832-627-5653 Notice to Bidders DL 10/25/1306:S1PM Self rmsronoyahoo.cam 832-627-5653 Plan Set DL 10/25/13 06:51PM Self rmsronoyahoo.com 832-627-5653 Contract Documents and Technical Spedfications OL DL DL 10/25/13 06:51PM Self Self rmsron0yahoo.com rmsronoyahoo.com 832.627-5653 Notice to Bidders 10/25/13 06:50PM 832-627-5653 Plan Set 10/25/13 06:50PM Self rmaronoyahoo.com 832-627-5653 Contract Documents and Technical Specifications DL 10/25/13 06:50PM Self rmsron0yahoo.com 832-627-5653 Notice to Bidders DL 10/25/13 02:06PM Metro City Construction metrodty 713-943-0090 Plan Set DL 10/25/13 02:06P Metro CRy ao - metratity 713443-0090 Contract Documents and Technical Specifications OL Construction —_____.. Metro City Created at I L >/2013 9:02th9 A11 Page 2 /' :ivCast Report: City of LaPorte- 3rd Street Paving and Drainage Improvements 111/ls•T Construction - - 10/25/13 02:06PM Co st won metrocity 713-943-0090 Plan Set DL 10/25/13 02:06PM Metro City Construction metrocity 713-943-0090 Contract Documents and Technical Specifications DL 10/25/13 02:06PM Metro Construction metrocity 713-943-0090 Notice to Bidders DL 10/25/13 02:06PM Metro City Construction metrocity 713-943-0090 Plan Set DL 10/25/13 02:06PM Metro City Construction metrocity 713-943-0090 Contract Documents and Technical Specifications DL 10/25/13 02:06PM Metro City Construction metrocity 713-943-0090 Notice to Bidders DL 30/25/13 11:52AM Triple B Services, L .LP .. TRIPLEB 281-324-3264 Contract Documents and Technical Specifications DL 10/25/13 11:52AM Triple B Services, TRIPLEB 281-324-3264 Plan Set DL 10/25/13 11:49AM A&G contractor aandgcontractorOgmail.mm 832-713-0797 Contract Documents and Technical Specifications DL 10/25/13 11:49AM A&G contractor aancigtontractorOgmall.mm 832-713-0797 Contract Documents and Technical Specifications DL 10/25/13 11:49AM A&G contractor aandgcontractorOgmail.com 832-713-0797 Contract Documents and Technical Specifications DL 10/25/13 11:01AM A&G contractor aandgcontractordDamail.00m 832-713-0797 Contract Documents and Technical Specifications DL 10/24/13 01:44PM RCS, Inc, resinc9 214-529-9229 Contract Documents and Technical Specifications DL 10/24/13 01:3013M MMACR-CON SERVICES, LL maroon 713-473-1800 Plan Set DL 10/24/13 01:30PM uAC -CON SERVICES, maroon Y� 713-473-1800 Contract Documents and Technical Specifications DL 10/24/13 01:30PM LLLACR{ON S VICES, maroon 713-473-1800 903-764-5605 Notice to Bidders Contract Documents and Technical Specifications DL DL 10/24/13 10:08AM Wilson Culverts, Inc. IIIliewilfiams0outlook.mm 10/24/13 09:18AM Virtual Builders Exchange vbx2010 (214) 687-9000 Plan Set DL 10/24/13 09:18AM Virtual guilders Exchange vbx2010 (214) 687-9000 Contract Documents and Technical Specifications DL 10/24/13 09: 18AM VirtualBuilders lders vbx2030 (214) 687-9000 Notice to Bidders DL 10/23/13 12:09PM Erosion Prevention Products evergreen 713-947-6889 Contract Documents and Technical Specifications DL 10/23/13 11:15AM BidClerk ksiapno 877-737-6482 Plan Set DL 10/23/13 11:15AM BidClerk ksiapno 877-737-6482 877-737-6482 877-737-6482 Contract Documents and Technical Specifications Notice to Bidders Plan Set DL DL DL 10/23/13 11:15AM BidClerk ksiapno 10/23/13 11:15AM BidClerk ksiapno 10/23/13 11:15AM BidClerk ksiapno 877-737-6482 Contract Documents and Technical Specifications DL 10/23/13 11:15AM BidClerk ksiapno 877-737-6482 Notice to Bidders DL 10/23/13 09:51AM Southwest Signal Supply, Inc. mash 713-946-7162 Contract Documents and Technical Specifications DL 10/23/13 08:29AM All Points Inspection Services, Inc. apisgroup2 512-272-5056 Contract Documents and Technical Specifications DL 10/23/13 08:25AM All Points Inspection Services, Inc. apisgroup2 512-272-5056 Plan Set DL 30/23/13 08: SSAM All Paints Inspection S Services, Inc. apisgroup2 512-272-5056 Contract Documents and Technical Specifications DL 10/22/13 02:27PM The Highmark Group highmark 8g1-619-0550 Plan Set DL 10/22/13 ]Os45AM Inovative Precast hrirkman 281-498-8085 I Cnnhah ni Created at I I r 3'201 19 (12 W .4 M Page 3 /! :ivCast Report: City of LaPorte- 3rd Street Paving and Drainage Improvements 10/22/13 07:23AM John reed and company, Rd. johnreed 713-785-8917 Plan Set DL 10/22/13 06:56AM CDC News danylle44 800-872-7878 Plan Set DL 10/22/13 06:56AM CDC News danylle44 800-872-7878 Contract Documents and Technical Specifications DL 10/22/13 06:56AM CDC News danylle44 800-872-7878 Notice to Bidders DL 10/22/13 06:54AM CDC News danylle44 800-872-7878 Plan Set DL 10/22/13 06:54AM CDC News danylle44 800-872-7878 Contract Documents and Technical Specifications DL 10/22/13 06:54AM CDC News danylle44 800-872-7878 Notice to Bidders DL 10/21/13 04:05PM The Highmark Group highmark aandgcontractorogmail.com aandgcontractor@gmail.com 801-619-0550 Plan Set DL DL DL 10/21/13 01:32PM A&G contractor 832-713-0797 Contract Documents and Technical Specifications 10/21/13 01:32PM A&G contractor 832-713-0797 Notice to Bidders 10/21/13 01:05PM Park Equipment parkeq 713-937-7602 Plan Set DL 10/21/13 09:29AM George MeeksLandPRO, Inc GMLandpro 281-591-7372 Contract Documents and Technical Specifications DL 10/21/13 09:05AM Wilson Culverts, Inc. lilliewilliams0outlookcom 903-764-5605 Contract Documents and Technical Specifications DL 10/21/13 08:26AM Inc. Environmental, sbennetbe8 (806) 939-0033 Plan Set DL 10/20/13 09:01PM ISQFr houstonpr®isgft.com 800-364-2059 Plan Set DL 10/20/13 09:01PM ISQFT houstonprOisgft.com 800-364-2059 Contract Documents and Technical Specifications DL 10/20/13 09:01PM ISQFr houstonproisgft.mm 800-364-2059 Notice to Bidders DL 10/18/13 12:38PM AGC of Texas (Planroom) agcbc 713-334-7100 Notice to Bidders DL 10/18/13 11:43AM Blucor Contracting jeffoblumr.com 480-695-4056 Plan Set DL 10/18/13 11:43AM Blucor Contracting jeffablumr.com 480-695-4056 Plan Set DL 10/18/13 11:43AM Blucor Contracting jeff*blucorcom 480-695-4056 Plan Set DL 10/18/13 11:43AM Blucor Contracting jeff0blumr.com 480-695-4056 Plan Set DL 10/18/13 11:43AM Blucor Contracting jeff®blumr.mm 480-695-4056 Plan Set OL 10/18/13 10:53AM Blucor Contracting jeffoblucoocom 480-6954056 Contract Documents and Technical Specifications DL 10/18/23 10:53AM Blucor Contracting jeffoblucor.mm 480-695-4056 Contract Documents and Technical Specifications DL 10/18/13 1O:53AM Blucor Contracting jeffeblumr.com 480-695dO56 Contract Documents and Technical Specifications DL 10/18/13 1O:53AM Blucor Contracting jeffoblumr.mm 480-695-4056 Contract Documents and Technical Specifications DL 10/18/13 10:53AM Blucor Contracting jeffoblumr.com 480-695-4056 Contract Documents and Technical Specifications OL 10/18/13 09:53AM the Contractors Register Building 9142450200 Plan Set DL 10/18/13 09:53AM the Contractors Register Building 9142450200 Contract Documents and Technical Specifications DL 10/18/13 09:53AM the Contractors Register Building 9142450200 Notice to Bidders DL DL 10/18/13 08:58AM AECOM exnicious 713-278-4602 Contract Documents and Technical Specifications 10/18/13 08:33A Angel Brothers Enterprises, Ltd. kellyreynolds yes. 281-839-3138 Plan Set DL 10/18/13 08:32AM Ange ro ers Enterprises, Ltd. kellyreynolds 281-839-3138 Contract Documents and Technical Specifications DL DL DL 10/18/13 08:30AM Angel Brothers Enterprises, Ltd. kellyreynolds 281-839-3138 281-826-0303 Notice to Bidders Contract Documents and Technical Specifications 10/17/13 08:46PM 4-C Construction vernont3 10/17/13 03:25PM 1st Materials' TRU- BLN Soil Stabilization firstmaterials 254-697-3131 Contract Documents and Technical Specifications DL Createdat II S20139_0209 AA1 Page 4/! :ivCast Report: City of LaPorte- 3rd Street Paving and Drainage Improvements 10/17/13 03:18PM Conrad Construction brianconrad 713-937-3081 Plan Set DL 10/17/13 03:17P Conrad Construction Co., LTD brianconrad �� 713-937-3081 Contract Documents and Technical Specifications. DL 10/17/13 03:16PM Conraa DConstruction brianconrad 713-937-3081 Contract Documents and Technical Specifications DL 10/17/13 03:16PM Conrad ConstructionCo., LTDbrianconrad713-937-3081 Notice to Bidders DL 10/17/13 02:39PM City of League City cdaeumer 281-554-1370 Plan Set DL 10/17/13 02:37PM City of League City cdaeumer 281-554-1370 Plan Set OL 10/17/13 02:32PM City of League City cdaeumer 281-554-1370 Plan Set DL 10/17/13 02:30PM City of League City cdaeumer cdaeumer 281-554-1370 Contract Documents and Technical Specifications DL 10/17/13 02:29PM City of League City 281-554-1370 Notice to Bidders DL 10/17/13 01:53PM Texas Sterling Construction Co. terryw 281-821-9091 Contract Documents and Technical Specifications DL 1OJ37/13 01:53P Texas Sterling Conswction Co. Texas Sterling Construction Co. fem w YE-5 � 281-821-9091 Contract Documents and Technical Specifications DL 10/17/13 01:45PM terryw 281-821-9091 Plan Set DL 10/17/13 09:09AM Horizontal Boring & Tunneling Company horizontalboring 402-266-5347 Contract Documents and Technical Specifications DL 10/17/13 07:53AM DoradoCostruwon eldoconstruction®gmail.com 713-530-6204 Plan Set OL 10/17/1307;51AM rado Construction eldoconswttionOgmail.com 713-530-6204 Plan Set DL 10/17/13 07:50AM Dabs Data dobsdata 713468-6303 Contract Documents and Technical Specifications DL 10/17/13 06:31AM AMTEK - Houston HoustonamtekSteph 713-956-0100 Contract Documents and Technical Specifications DL 10/17/13 05:52AM AMTEK - Houston HoustonamtekSteph 713-956-0100 Plan Set DL 10/17/13 05:51AM AMTEK - Houston HoustonamtekSteph 713-956-0100 Contract Documents and Technical Specifications DL 10/17/13 05:51AM AMTEK - Houston HoustonamtekSteph 713-956-0100 Notice to Bidders DL 10/17/13 04:32AM Bid Ocean projectbank 970-2374411 Contract Documents and Technical Specifications DL 10/17/13 04:23AM Bid Ocean projectbank 970-2374411 Plan Set DL 10/17/13 04:14AM Bid Ocean projectbank 970-2374411 Notice to Bidders DL *"7n Created tit I I ;. 201 i 9 02 09 AM Page 5 /! City of La Porte Yd Street Paving and Drainage Improvements Section 00040 V Bid Form BID FORM GLO CONTRACT NO, 12-484-000-6650 CITY BID NO. 14001 3rtl Street Paving and Drainage Improvements DATE: November 14, 2013 Bid of Angel Brothers Enterprises, Ltd. an individual proprietorship, a corporation organized and existing under laws of the State of Texas, a partnership consisting of a Texas Limited Partnership , for Construction of 3rd Street Paving & Drainage , for the City of La Porte, Harris County, Texas. Gentlemen: The undersigned bidder has carefully examined the Instructions to Bidders, this Proposal, the General Conditions of Agreement, the Technical Specifications and the drawings for the work herein above described and referred to in the Invitation to Bid and has carefully examined the site of the work and will provide all necessary labor, superintendence, machinery, equipment, tools, materials, services and other means of construction to complete all the work upon which he bids, as called for in the Contract, the Specifications and shown on the drawings, and in the manner prescribed therein and according to the requlremen(s of the City of La Porte. TOTAL BASE BID $ err 3 V( I �-3(o tiS The amounts set forth above are current estimates by Contractor of the amounts that will be determined during the progress of the Work. The separated progress billings from Contractor to the Owner shall reflect the actual amounts expended for the items enumerated above. ALTERNATES: If necessary, attach detailed explanation to proposal. 1. (Add) (Deduct) $ Z74r S� 2. Irk)(Add)Deduc $ 52¢r �1$ 4 3. (Add) educt . $ ,71 It is understood and agreed that the work shall be complete in full within ninety (450) calendar days after the date on which work is to be commenced as established by the Contract Documents. 00040 -1 I City of La Porte 3r0 Street Paving and Drainage Improvements Section 00040 It is agreed that the contract price may be increased or decreased to cover work added or deleted by order of the Engineer, in accordance with the provisions of the General Conditions of Agreement. The award may be made on the Base Bid alone or the Base Bid and any or all of the Items listed under Alternates or Substitutions, if any. The undersigned agrees that the amounts bid in this proposal will not be withdrawn or modified for sixty (60) days following date of bid opening. It is understood that the bid security accompanying this proposal shall be returned to the undersigned unless, in case of the acceptance of this proposal the undersigned should fail to enter into a construction contract and execute bonds as provided in the specifications. In the event the undersigned should fail to enter into a construction contract and execute bonds as required within 14 calendar days after the Engineer has given unsigned contracts to the Contractor, it is understood and agreed that the bid security shall be forfeited to the Owner and shall be considered as payment for damages due to delay and other inconveniences suffered by the Owner as a result of such failure on the part of the undersigned. It is understood that the Owner reserves the right to reject any and all bids. In the event of Award of the Contract to the undersigned, the undersigned agrees to furnish Performance and Payment Bonds as provided in the Specifications. The undersigned certifies that the bid prices contained in this proposal have been carefully checked and are submitted as correct and final Date November 14, 2013 Signed •�%% SEAL (if Bidder is a Corporation) Acknowledge receipt of Addenda Below: Addendum No. Date Received 1 11/13/2013 By T. D. McKeY Vice President (Title) 5210 West Road P. O. Box 570 Baytown Texas 77522 (Address) 281.421.5721 (Telephone Number) 00040 - 2 City of La Porte P Street Paving and Drainage Improvements A. BASE BID UNIT ITEMS Section 00040 ITEM I ESTIMATED UNIT TOTAL NO. I DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 Mobilization LS 1 a` Jbo SS-Do 2 Traffic Control and Regulations 1 01555 gZ boo 3� boo — 3 Remove and Replace all si na a 1 yp)o $tu" 4 Clearingand Grubbing 02233 1 S2vo' �'- 5 SWPPP Protection 01665 KLF 1 13 090 - 1 5 oqo — 6 Adjust Existing Inlets, Manholes, and 1 I fb c 1 rua Valve Boxes to Grade 02086 7 Trench Safe 01561 7,293 8 Sodding (02922) 13,055 370 4.8 303 5' PAVING 9 Roadway Excavation 02315 CY 12,770 01' Iz G 3/1 10 7" Reinforced Concrete Pavement, SY 19.300 37 — 714-16- complete -in -place 02751 11 8" Reinforced Concrete Pavement, SY 583 87-?s 7S 4� 4t'I complete -in -place 02751 12 HMAC Type D Surface Course, 2" TON 170 k¢CO I S thick 02711 13 Crushed Concrete/LimestoneBase TON 670L7,33�— Course,RCCB 02713 14 6" Lime Stabilized Subgrade 02336 SY 25,000 Z �0 6f o" 15 4"xl2" Reinforced Concrete Curb LF 7,785 70 Lf 019 s0 02771 16 6" Reinforced Concrete Curb LF 890 3 02771 17 Lime 8% 02336 TON 570 43a — 18 6 Concrete Driveways SY 3,400 g2?z i�9 f20 r 2754)Reinforced 02754 � 19 4.5" Concrete Sidewalk, complete -in- SF 31,910 S' 15q S50 " lace 02775 20 Curb Ramps, complete -in -place EA 43 F1SD 3'7 940 02775 / 00040 - 3 M City of La Porte 3id Street Paving and Drainage Improvements Section 00040 DEMOLITION 21 Remove and Dispose of Pavement, Street, Drives, and Sidewalk, All Thicknesses 02221 SY 22,200 gS 951+70 22 Remove and Dispose of Storm Sewer Pipe and Structures 02221�� LS 1 33 coo STORM SEWER 23 Type "C" Concrete Manhole 02633 EA 6 zoo S ob 24 Concrete Junction Box Structure, All T es 02633 EA 10 ado.. QZ�foo " 25 Type "C1" Inlet 02633 EA 32 a - T6 boo 26 T "BB" Inlet 02633 EA 3 ZZo fo 6cu •- 27 Type "A" Inlet 02633 EA 33 Z o 7-7 fSo = 28 24" RCP Storm Sewer 02631 LF 866 60 ` 9 !o- 29 30"RCP Storm Sewer 02631 LF 645 B 57 4vS- - 30 36" RCP Storm Sewer 02631 689 //o— 7S -7 31 42" RCP Storm Sewer 02631 154 117 - 1832 48" RCP Storm Sewer 02631 562 /47- Bz 4A/ 33 72" RCP Storm Sewer 02631 KLF 93934 84" RCP Storm Sewer 02631 471 51 / ^174 7dt35 10'X5'RCB Storm Sewer 02631 1,876 e0 -• l ILsr'36 12'X5' RCB Storm Sewer 02631 577 - 414 86 UTILITY ITEMS 37 12" Water Line Offset, Complete-in- place (02511) LF 130 I / A /S 470 38 10" Water Line Offset, Complete -in- face 02511 LF 54 /off, r$oB 39 8' Water Line Offset, Complete -in- place (02511) LF 280 �/s " o zG bo- 40 6" Water Line Offset, Complete -in- place (02511) LF 50 76 3 Ooo _ 41 Sanitary Sewer Conflict, Structures and Pipes, Complete -in -place 02531 LS 1� 23 35-b 42 8" Sanitary Sewer Ductile Iron Pipe, Complete -in -place (02531) LF 20 t s ^ Z 3op - BASE BID ITEM SUBTOTAL 00040 - 4 City of La Porte 3 0 Street Paving and Drainage improvements Section 00040 EXTRA ITEMS 1 12" Storm Sewer Yard Inlet, EA 2 Iloc, Complete -in -Place 2 8" Storm Sewer PVC, Complete -In- LF 100 _ lace 3p 3uco 3 Concrete Slope Paving — 4" thick SY 100 with #3 bars 18" O.C. EA. Way 4 Dewaterin 01578 LF 100 Zo •— 'Z"6 — EXTRA WORK ITEM SUBTOTAL BASE BID ITEM TOTAL 1717-00 A.TOTAL BASE BID PRICE $ 4, 3(-3 73 (v.�S (SUM OF BASE BID SUBTOTAL AND EXTRA ITEM SUBTOTAL) R Al TFRNATF 1 Rin 1Ramnve Main Street to "A" Street) ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 DEDUCT - Mobilization LS 0.1 S.Sao 2 DEDUCT -Traffic Control and LS 0.1 32G0° ' 3Zl�a Re ulations 01555 3 DEDUCT -Remove and Replace all LS 0.1 S�0 S-6 si na e 4 DEDUCT -Clearing and Grubbing LS 0.1 02233 5 DEDUCT-SWPPP Protection LS 0.1 js �i-- 01565 DEDUCT -Adjust Existing Inlets, 6 Manholes, and Valve Boxes to LS 0.1 190 A Grade 02086 7 DEDUCT -Trench Safe 01561 LF 514 514 Z7-7S 8 DEDUCT -Sodding (02922) SY 750 370 PAVING 9 DEDUCT- Roadway Excavation CY 900 y S� 85S6 02315 DEDUCT- 7" Reinforced Concrete 10 Pavement, complete -in -place SY 3,060 S7 _ I131'Zzo 02751 14 DEDUCT-6" Lime Stabilized SY 3,450 Z Gu 811( 7o ' Su rade 02336 16 DEDUCT-6" Reinforced Concrete LF 600 Z ?O to 6Zo Curb 02771 00040 - 5 City of La Porte Yd Street Paving and Drainage Improvements Section 00040 ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 17 DEDUCT -Lime 8% 02336 TON 92 1qq_ 13708" 18 DEDUCT-6 " Reinforced Concrete SY 200 52 ' to S&o — Drivewa s 02754 19 DEDUCT-4.5" Concrete Sidewalk, SF 1,930 S 9GSD complete -in -place 02775 20 DEDUCT -Curb Ramps, complete -in- EA 6 8gD— Sego •— lace 02775 DEMOLITION DEDUCT -Remove and Dispose of 21 Pavement, Street, Drives, and SY 3,500 3 gS Sidewalk, All Thicknesses 02221 DEDUCT -Remove and Dispose of 22 Storm Sewer Pipe and Structures LS 0.1 02221 STORM SEWER 23 DEDUCT -Type "C" Concrete EA 3 Z4cr� ' 7806 — Manhole 02633 27 DEDUCT-T a "A' Inlet 02633 EA 6 28 DEDUCT-24' RCP Storm Sewer LF 123 66 .- 7 3So — 02631 30 DEDUCT-36" RCP Storm Sewer LF 216 Ito— z57Co ­ 02631 32 DEDUCT-48" RCP Storm Sewer LF 95 147 — (3r ur- 02631 UTILITY ITEMS DEDUCT-12" Water Line Offset, LF 80 — ySZo 37 Complete -In -place (02511) Il'J ALTERNATE 1 BID ITEM TOTAL (2�4� IS7'— ) B.TOTAL BASE BID PRICE PLUS ALTERNATE 1 $ 4-1 o$q1 57 Ct 7S (SUM OF TOTAL BASE BID AND ALTERNATE 1) C. ALTERNATE 2 BID (Remove Main Street to "B" Street) ITEM ESTIMATED UNIT TOTAL NO. I DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 DEDUCT -Mobilization LS 0.2 5S00 _ I i oo — 2 DEDUCT -Traffic Control and LS 0.2 (K2o Re ulations 01555 3 DEDUCT -Remove and Replace all LS 0.2 5Zo" Joe— si na e � 4 V City of La Porte Yd Street Paving and Drainage Improvements Section 00040 Bid Form ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT I QUANTITY PRICE COST 4 DEDUCT -Clearing and Grubbing LS 0.2 6'C06- (DOD 02233 5 DEDUCT- SWPPP Protection LS 0.2 �SCOD 3ooe 01565 DEDUCT- Adjust Existing Inlets, 6 Manholes, and Valve Boxes to LS 0.2 lSOo' Grade 02086- 7 DEDUCT -Trench Safe 01561 LF 1,520 /S2u- 8 DEDUCT -Sodding (02922) SY 2,420 Vd gQ Sy PAVING 9 DEDUCT- Roadway Excavation CY 2,200 Su QCO 02315 10 DEDUCT- 7" Reinforced Concrete SY 4,980 �' �g� Z60 ' Pavement complete -in -place 02751 / 14 DEDUCT-6" Lime Stabilized SY 5,720 t'O 2 l`�, $7Z Subgrade 02336 15 DEDUCT- 40x12" Reinforced LF 575 7 2 u Concrete Curb 02771 16 DEDUCT- 6" Reinforced Concrete LF 885 z3� 9 Curb 02771 z7° 17 DEDUCT- Lime 8% 02336 TON 153 /y - 2-?-747 - 18 DEDUCT- 6" Reinforced Concrete SY 430 So Z-L/7ay - Drivewa s 02754 19 DEDUCT- 4.5' Concrete Sidewalk, SF 5,180complete-in-place 02775 20 DEDUCT- Curb Ramps, complete -in- EA 10 g� �gbb lace 02775 DEMOLITION DEDUCT- Remove and Dispose of 21 Pavement, Street, Drives, and SY 5,750 3 Z2Il37,s" Sidewalk, All Thicknesses 02221 DEDUCT- Remove and Dispose of 22 Storm Sewer Pipe and Structures LS 0.2 3�cio' lot 66o r 02221 STORM SEWER 23 DEDUCT-Type'C"Concrete EA 4 Z Manhole 02633 24 DEDUCT- Concrete Junction Box EA 1 gzgt) - eez910 Structure, All Types 02633 25 DEDUCT- Type "C1"Inlet 02633 EA 4 30fb- I'4110" - 27 DEDUCT- T pe "A" Inlet 02633 EA 8 Z'b - 11 1 Poo — 28 DEDUCT- 24" RCP Storm Sewer LF 238 6o- (QIL80� 02631 00040 - 7 City of La Porte 3'" Street Paving and Drainage Improvements Section 00040 ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 29 DEDUCT- 30"RCP Storm Sewer LF 76 All ^ G76y 02631 32 DEDUCT- 48" RCP Storm Sewer LF 562 (02631) UTILITY ITEMS 37 DEDUCT- 12" Water Line Offset, LF 130 (19 tfr'�7o — Complete -in -place (02511) ALTERNATE 2 BID ITEM TOTAL ( �z�r y bq.sr C. TOTAL BASE BID PRICE PLUS ALTERNATE 2 $ 31 84 91 7S2 2S (SUM OF TOTAL BASE BID AND ALTERNATE 2) D. ALTERNATE 3 BID (Remove Main Street to "W Street and All Sidewalk) ITEM I ESTIMATED UNIT TOTAL NO. I DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 DEDUCT -Mobilization LS 0.2 ,sve - 11co — 2 DEDUCT -Traffic Control and LS 0.2 j y Goa " �� ^ Regulations 01555 3 DEDUCT -Remove and Replace all LS 0.2 l (ao si na e 4 DEDUCT -Clearing and Grubbing LS 0.2 Sbtrb . (Cob 02233 5 DEDUCT- SWPPP Protection LS 0.2 (8 _ 01565 DEDUCT- Adjust Existing Inlets, 6 Manholes, and Valve Boxes to LS 0.2 ( 3c6 Grade 02086 7 DEDUCT -Trench Safe 01561 LF 1,520 I 1620•- 8 DEDUCT -Sodding (02922) SY 2,420 ooetSy PAVING 9 DEDUCT- Roadway Excavation CY 2,200 02315 10 DEDUCT- 7" Reinforced Concrete SY 4,980 3.7 — 1941146— Pavement,com fete -in- lace 02751 14 DEDUCT-6" Lime Stabilized SY 5,720 qSb 1; po•— Subgrade 02336 r 15 DEDUCT- 4"x12" Reinforced LF 675 Concrete Curb 02771 16 DEDUCT- 6" Reinforced Concrete LF 885 'Z?O 23$q ?b Curb 02771 00040 - 8 City of La Porte 3° Street Paving and Drainage Improvements Section 00040 Bid Form ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION_ UNIT QUANTITY PRICE COST 17 DEDUCT -Lime 8% 02336 TON 153 '49- 77-i7177 18 DEDUCT- 6 " Reinforced Concrete SY 430 5-Z $° tz7o4 - Driveways 02754 19 DEDUCT- 4.5' Concrete Sidewalk, SF 29,980 �, I ice/ 406 - complete -in -place 02775 20 DEDUCT- Curb Ramps, complete -in- 35 lace 02775 JEA DEMOLITION DEDUCT- Remove and Dispose of 21 Pavement, Street, Drives, and 5,750 1 zz 137 Sidewalk, All Thicknesses 02221 DEDUCT- Remove and Dispose of 22 Storm Sewer Pipe and Structures LS 0.2 33Uco _ (o�(AO 02221 STORM SEWER 23 DEDUCT- Type "C" Concrete EA 4 '2G06^ lot 4e6 - Manhole 02633 24 DEDUCT- Concrete Junction Box EA 1 4ZSo y zo - Structure All Types 02633 25 DEDUCT- Type "Cl" Inlet 02633 EA 4 p-• I Z 0OG 27 DEDUCT- Type "A" Inlet 02633 EA 8 28 DEDUCT- 24" RCP Storm Sewer LF 238 �^ 14L 0- 02631 29 DEDUCT- 30"RCP Storm Sewer LF 76 $4 &7 02631 32 DEDUCT-48" RCP Storm Sewer LF 562 fcj T- 8Z uq 02631 UTILITY ITEMS DEDUCT- 12" Water Line Offset, LF 130 l I H — 37 Complete -in -place (02511) ALTERNATE 3 BID ITEM TOTAL D. TOTAL BASE BID PRICE PLUS ALTERNATE 3 (SUM OF TOTAL BASE BID AND ALTERNATE 3) 00040 - 9 City of La Porte Yd. Street Paving and Drainage Improvements Section 00300 City of La Porte Forms City of La Porte Forms, Certifications, Notifications • Certification by bidder (Required) • Indemnity Hold Harmless Agreement (Required) • Protection of Resident Workers (Required) • Conflict of Interest Questionnaire (Required) 00300 ADDENDUM NO. 1 City Bid No.14001 City of La Porte 3°' Street Paving and Drainage Improvements Date: November 13. 2013 To: All Interested Parties From: Heath Lyle, PE CobbFendley The following additions, deletions, clarifications and changes are hereby made a part of the RFP Documents for the above referenced project as fully and as completely as though the same were Included therein. Contract Document and Technical Specification Revisions: 1. In Section 00030 Instructions to Bidders on pages 3 and 4 replace paragraph 6.1 and 6.1.1 which revises the question and answer period as follows: 6.1 All questions about the meaning or intent of the Bidding Documents are to be directed to ENGINEER/ARCHITECT or OWNER, in writing not less than 36 hours prior to the date for opening of Bids. No response will be provided to a Bidders oral question if the question involves an interpretation of the intent or meaning of the Contract Documents, or the equality or use of products or methods other than those designated or described on the Drawings or in the Specifications. Any information provided to Bidders other than by means of the Contract Documents, Including Addenda as described below is given informally for information and the convenience of the Bidder only and is not guaranteed. The Bidder agrees that such information shall not be used as the basis of nor shall the giving of any such Information entitle the Bidder to assert any claim or demand against OWNER or ENGINEER/ARCHITECT on account thereof. 6.1.1 Replies will be issued by Addenda mailed or delivered to all parties recorded by ENGINEER/ ARCHITECT or OWNER as having received the Bidding Documents, within 24 hours prior to the dated fixed for the opening. All Addenda so issued shall become part of the Contract Documents. Page I of Plan Revisions: Replace Sheet 28, P Street Plan & Profile STA. 0+50 To 5+50 to include the outfall revisions per attachment AD1 which includes a 6" thick, 12'x12' concrete ditch connection between the proposed outfall pipe and the existing ditch channel. The bedding requirements for the storm sewer shall also apply to the ditch connection. Slope paving shall be used to tie Into the existing and proposed grades. The grassy extreme storm event overflow path limits have also been further defined on this plan sheet. The pay items are as specified in the attachment with no additions to the bid form. APPROVED FOR ISSUE: By Cobb, Fendley, and Associates, Inc. END OF ADDENDUM NO. 1 Please acknowledge receipt of this addendum with signature and date and return with completed Bid Documents. Also acknowledge receipt of Addenda in Section 00040 of the Bid Documents. Failure to do so may cause your Bid to be considered non -responsive. Receipt of this Addendum No. 1 (City Bid No. 14001) Is hereby acknowledged 9X - 2V6 t" November 14, 2013 Authorized Slgnatare 0 Date Angel Brothers Enterprises, Ltd. Company Name Page 2 of 2 City of La Porte 3'd Street Paving and Drainage Improvements Section 00300 City of Le Porte Forms CITY OF LA PORTE RESPONDENT AFFIDAVIT The foregoing prices shall include all labor, materials, equipment, removal, overhead, profit, freight, insurance, etc., to cover the finished work specified in this bid. All Items bid and Installed under this procurement must be new and unused and In undamaged condition. The City of La Porte is tax exempt and no taxes shall be included in the pricing of this solicitation Respondent understands that the Owner reserves the right to reject any or all bids and to waive any informalities in the solicitation. The respondent agrees that this solicitation shall be good and may not be withdrawn for a period of sixty (60) calendar days after the scheduled closing time for receiving submittals. The undersigned affirms they are duly authorized to represent this firm, that this proposal has not been prepared in collusion with any other firth, and that the contents contained herein have not been communicated to any other firm prior to the official opening. Respectfully submitted: Business Name: Angel Brothers Enterprises Ltd. Address: 5210 West Road, P. O. Box 570 Baytown Texas 77522 Printed Name: T. D. �MfcKey Vice President Authorized Signature: r� 227(; emu, If Date: November 14 2013 00300 - 2 City of Le Porte Yd Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE CERTIFICATION OF RESPONDENT City of La Porte Ordinance #98-2217 prohibits any expenditure for goods or services by the City of La Porte from any person, firm, or corporation owing any delinquent indebtedness to the City. The undersigned respondent further certifies that It is in compliance with the requirements of said ordinance. A copy of the ordinance may be obtained by contacting the City of La Porte Purchasing Division at 281-470-5126. If undersigned bidder is not in compliance with Ordinance 98-2217, it hereby assigns to the City of La Porte, the amount of its delinquent indebtedness to the City of La Porte, to be deducted by the City of La Porte from the amounts due the undersigned. Failure to remit this certification with the response or non-compliance with said ordinance shall be just cause for rejection or disqualification of submitted proposal. Jq f. The undersigned hereby certifies that It is in compliance with Ordinance 98-2217. Or The undersigned assigns to the City of La Porte, the amount of Its delinquent Indebtedness, to be deducted by the City of La Porte from the amounts due the undersigned. (Initial one of the above) Business Name: Ansel Brothers Enterprises Ltd. Address: 5210 West Road P. O Box 570 Baytown Texas 77522 Printed Name: T. D. McKay Authorized Signature: D. Inc , Date: November U. 2013 00300 - 3 City of La Porte '?4 Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE PROTECTION OF RESIDENT WORKERS COMPLIANCE The City of La Porte, Texas actively supports the Immigration and Nationality Act (INA) which Includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers may hire only persons who may legally work in the United States (i.e., citizens and nationals of the U.S.) and aliens authorized to work in the U.S. The employer must verify the identity and employment eligibility of anyone to be hired, which Includes completing the Employment Eligibility Verification Form (1-9). The Contractor shall establish appropriate procedures and controls so no services or products under the Contract Documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment. Business Name: Angel Brothers Enterprises Ltd. Address: 5210 West Road. P. O. Box 570 Baytown, Texas 77522 Printed Name: T. D. McKay Authorized Signature: Date: November 14, 2013 00300 - 4 City of La Porte 31d Street Paving and Drainage Improvements Section 00300 Cily of La Porte Forms CITY OF LA PORTE INDEMNITY HOLD HARMLESS AGREEMENT To the fullest extent permitted by law, Contractor, its successors, assigns and guarantors, shall pay, defend, indemnify and hold harmless the City of La Porte, its agents, representatives, officers, directors, officials and employees from and against all allegations, demands, proceedings, suits, actions, claims, Including claims of patent or copyright infringement, damages, losses, expenses, including but not limited to, attorney's fees, court costs, and the cost of appellate proceedings, and all claim adjusting and handling expenses, related to, arising from or out of or resulting from any actions, acts, errors, mistakes or omissions caused in whole or part by Contractor relating to work, services and/or products provided in the performance of this Contract, including but not limited to, any Subcontractor or anyone directly or indirectly employed by or working as an independent contractor for Contractor or said Subcontractors or anyone for whose acts any of them may be liable and any injury or damages claimed by any of Contractor's and Subcontractor's employees or independent contractors. The Contractor expressly understands and agrees that any insurance policies required by this contract, or otherwise provided by the Contractor, shall in no way limit the responsibility to Indemnify, keep and save harmless and defend the City of La Porte, its Council members, officers, agents and employees and herein provided. Business Name: Angel Brothers Enterprises Ltd. Address: 5210 West Road P. O Box 570 Baytown Texas 77522 Printed Name: T. D. McKey Authorized Signature: � . D • qnGQr Date: November 14, 2013 00300 - 5 City of La Porte 3d Street Paving and Drainage Improvements Section 00300 City of Le Porte Forms CONFLICT OF INTEREST QUESTIONNAIRE FORM CIO For vendor or other person doing business with local governmental entity Trite qusslionnsus tsn"Is changes made to the law by N.s. tut, Both LOU.. Regular aeeelon, OFFICEUSEONLY o,t Brxtr.sa This questionnaire is beingbled In accordance with Chapter 176. Local Government Code by a person who has a business relationship as defined by Section 176.001(1-a)with a local governmental entity and the person meets requirements under Sedion 170.000(a). By Lvw this questionnaire must be Ned w.th the records admtnistialorolthe local goternmenlal entity not later than the 7th business day after the dale the person becomes aware of facts that require the statement to be filed. See Section 178.000, Local Govemment Code. A person commits an offense if the person knowingly vaJates Section 176.008. Local Government Code. An offense under this section is a Class C misdemeanor. s Name of person who has a business relationship with local governmental entity. None ❑ Check this boxtlyou are filing an update to aprarfoustyfiled questionnaire. (The law requires that you rite an updated completed questonnaire with the appropriate filing authority not later than the 7N bus�ness day after the data the org ns%y filed questionnaba becomes incomplate or inac"110.) Name of local government offiw with whom filer has employment or business relationship. NIA Name of Off car This mcfon (item 3 including subparts A. B. C B, 0) must be completed for each officer Inv:th whom the filer has an employment or other Grslness relat'onship as defined by Section 170.001(la). Local Government Code. Attach addilonal pages to this Form CID as necessary. A. is the local government officer named in this section receiving or likely to rece:w taxable income. other than investment income, from the filer of the questionnaire? aYes O No B. Is the filer of the questionnaire receiving or likely to receive taxable Income, other than Imesbnenl income. from" at the direction of the local government officer named In lKs section AND the taxable Income is not received from the local governmental entityr 0 Yes Q No C. Is the filer of this questionnaire employed by a corporation w other business entity wIN reaped to inhidt the but govemmenl officer serves as an slicer or director, or holds an rmwership of 10 percent or mare? El Yes O No 0. Describe each employmeril of business relationship with the local government officer named in Nis section. a �. l✓�G� es 11/14/2013 signature or pereen tUhq Uz7vus wan we gewnifentat OWY 041e Adopte0 M2912007 00300 - 6 RESOLUTION NO. Z1,�— IJ A RESOLUTION OF THE CITY OF LA PORTE ADOPTING A SECTION 3 LOCAL OPPORTUNITY PLAN FOR GRANT PROGRAMS. WHEREAS, the City shall strive to attain goals for compliance to Section 3 regulations by increasing opportunities for employment and by contracting with Section 3 residents and businesses within its jurisdictional boundaries in accordance with an adopted Section 3 Local Opportunity Plan. THEREFORE, the City Council hereby resolves to adopt a Section 3 Local Opportunity Plan, attached hereto and incorporated herein. P ed Opted by the City Council of the City of LaPorte, Texas, on the -4& day of 2012. ATTEST: qPatricJe?&oJg—, Ci S celery CITY OF L&-Pf2RTE, TEXAS N E 7b� Clark Askins, Assistant City Attorney 00300-7 SECTION 3 LOCAL OPPORTUNITY PLAN I In accordance with 12 U.S.C. 1701u, (Section 3), the City of La Porte agrees to Implement the following steps, which, to the greatest extent feasible, will provide job training, employment and contracting opportunities for Section 3 residents and Section 3 businesses of the areas In which the program/project is being carried out. A. Introduce and pass a resolution adopting this plan as a policy to strive to attain goals for compliance to Section 3 regulations by Increasing opportunities for employment and contracting for Section 3 residents and businesses. B. Assign duties related to Implementation of this plan to the designated Section 3 Coordinator. C. Notify Section 3 residents and business concerns of potential new employment and contracting opportunities as they are triggered by grant awards through the use of: Public Hearings and related advertisements; public notices; bidding advertisements and bid documents; notification to local business organizations such as the Chamber(s) of Commerce or the Urban League; local advertising media Including public signage; project area committees and citizen advisory boards; local HUD offices; regional planning agencies; and all other appropriate referral sources. Include Section 3 clauses In all covered solicitations and contracts. D. Maintain a list of those businesses that have Identified themselves as Section 3 businesses for utilization in grant funded procurements, notify those businesses of pending contractual opportunities, and make this list available for general Grant Recipient procurement needs. E. Maintain a list of those persons who have Identlfied themselves as Section 3 residents and contact those persons when hldng/treining opportunities are available through either the Grant Recipient or contractors. F. Require that all Prime contractors and subcontractors with contracts over $100,000 commit to this plan as part of their contract work. Monitor the contractors' performance with respect to meeting Section 3 requirements and require that they submit reports as may be required by HUD or the State to the Grant Recipient. G. Submit reports as required by HUD or the GLO regarding contracting with Section 3 businesses and/or employment as they occur; and submit monthly reports monthly that Identify and quantity Section 3 businesses and employees. H. Maintain records, Including copies of correspondence, memoranda, etc., which document all actions taken to comply with Section 3 regulations. As officers and representatives of the City of La Porte, we the undersigned have read and fully agree to this plan, and become a party to the full Implementation of this program. � 11iIZot>> Corby "ender, City anager `6 le 00300-8 of La Porte Section 00310 CHILD SUPPORT AFFIDAVIT CHILD SUPPORT Under Section 231.006, Family Code, a child support obligor who is more than 30 days delinquent in paying child support and a business entity in which the obligor is a sole proprietor, partner, shareholder, or owner with an ownership interest of at least 25 percent is not eligible to: (1) receive payments from state funds under a contract to provide property, materials, or services; or (2) receive a state -funded grant or loan. To comply with Section 231.006, the affidavit below shall be signed by the person who is authorized to sign and submit a bid, and thereby bind the Bidder, and must be returned with the Bid. A failure to do so will result in the disqualification of the Bid. 1, T. D. McKey, Vice President am authorized to sign this Bid on behalf of (Name and Title) Angel Brothers Enterprises, Ltd. a Texas Limited Partnership (Name of Bidder) (insert type of business, i.e., sole proprietorship, Partnership, corporation or other) I certify that the individual or business entity named in this contract is not ineligible under Texas Family Code section 231.006 to receive the specified grant, loan, or payment and acknowledges that this contract may be terminated and payment may be withheld if this certification is inaccurate. Q e L- (AfBanl's Signaturdl SWORN AND SUBSCRIBED by me on this 14th day of November A. D.20 13 . NOTARYSEAL 11/14/2013 (Date) Notary Public in and forHarris County, Texas. `�pNplutt,,,girr —�� V Nota ublic Signature i 2 JY�,A\VJ n _- y N19r6 Or gp1,,14 n �ntp\" Kelly K. Reynolds Print or Type Notary Public Name My Commission Expires: 4/1512014 END OF DOCUMENT 00310-1 of La Porte Section 00400 STATEMENT OF BIDDER'S QUALIFICATIONS STATEMENTS OF All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional Information he desires. Name of Bidder: Angel Brothers Enterprises, Ltd. Date Organized: April 1972 Address: 5210 West Road Baytown, Texas 77521 Date Incorporated April 1972 Number of Years in contracting business under present name 41 CONTRACTS ON HAND: Contract Amount $ Completion Date See Exhibit "A" - Work in Progress Clearing & Grubbing/Earthwork/Soil Stabilizafion/Pavement Milling & Type of work performed by your company: Recycling/Asphalt & Concrete PavinglStorm DrainagalWater &_Sanitary Sewer Lines Have you ever failed to complete any work awarded to you? No Have you ever defaulted on a contract? No List the projects most recently completed by your firm (include project of similar importance): Project See Exhibit "B" - Complete Projects Amount $ MoNr Completed Major equipment available for this contract: See Exhibit "C" -Equipment List Attach resume(s) for the principal member(s) of your organization, Including the officers as well as the proposed superintendent for the project. JP Morgan Chase Bank Credit available: $ 20,000,000.00 Bank reference: Ms Cynthia Goodwin 713 216.1709 The undersigned hereby authorizes and requests any person, firm, or corporation to furnish any information requested by the City of La Porte In verification of the recitals comprising this Statement of Bidder's Qualifications. Executed this 14th day of November , 19 2013 By:(signature) Title: Vice President (print name) T. D. McKey 'A y ;. R ..yNOe 'q y'V�•.. ,FRY PUB,'','. u'� = iz 00400-1 - E Of 04 •' .CkP•' \\� of La Porte STATEMENTS OF All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. Name of Bidder: Angel Brothers Enterprises, Ltd. Date Organized: April 1972 Address: 5210 West Road, Baytown Texas 77521 Date Incorporated: April 1972 Number of Years in contracting business under current name: 41 Are you a Section 3 business? (see below) ❑ Yes to No Section 3 Business Concerns: a) Businesses that are 51 percent or more owned by Section 3 residents, b) Businesses whose permanent, full-time employees include persons, at least 30 percent of whom are currently Section 3 residents, or within three years of the date of first employment with the firm were Section 3 residents; c) Businesses that provide evidence of a commitment to subcontract in excess of 25 percent of the dollar amount of all subcontracts to be awarded to businesses that meet the qualifications described above; or d) Businesses located within the Grant Recipient's jurisdiction that identify themselves as - -- - Section 3 Business Concerns because they provide economic opportunities for low- and very low Income persons. CONTRACTS ON HAND: Contracts Dollar Amount Completion Date See Exhibit "A" - Work in Progress Clearing & GrubbinglEarthwork/Soil StabilizationlPavemenl Milling & Type of work performed by your company: Recyding/Asphail & Concrete Paving/Storm Drainage/Water & Sanitary Have you ever failed to complete any work aV you? No Have you ever defaulted on a contract? No List the projects most recently completed by your firm (include project of similar importance): Project Dollar Amount Mo/Yr Completed See Exhibit "B" - Completed Projects Major equipment available for this contract: See Exhibit "C" - Equipment List 00400-2 of La Porte STATEMENTS OF Attach resume(s) for the principal member(s) of your organization, including the officers as well as the proposed superintendent for the project. Credit $ 20,000,000.00 Bank JP Morgan Chase Bank available: reference: Ms. Cynthia Goodwin, 713.216.1709 The undersigned hereby authorizes and requests any person, firm, or corporation to fumIsn any Information requested by the City of La Porte in verification of the recitals comprising this Statement of Bidder's Qualifications. pu IMll,,, RE.YNU/% Executed this 14th day of November , 19 2013 : • n POe-.,�o by: ' Z . .�, WC4u T. D. McKay Vice (Title) - �,9}T •; Signature) or ` '�''�i,,��• I5.20Np�.: CONTRACTOR CERTIFICATIONS I U.S. Department of Housing and Urban Development CERTIFICATION OF BIDDER REGARDING CIVIL RIGHTS LAWS AND REGULATIONS INSTRUCTIONS CERTIFICATION OF BIDDER REGARDING Executive Order 11246 and Federal Laws Requiring Federal Contractor to adopt and abide by equal employment opportunity and affirmative action In their hiring, firing, and promotion practices. This includes practices related to race, color, gender, religion, national origin, disability, and veterans' rights. NAME AND ADDRESS OF BIDDER (Include ZIP Code) Angel Brothers Enterprises, Ltd. 5210 West Road Baytown, Texas 77521 CERTIFICATION BY BIDDER Bidder has participated in a previous contract or subcontract subject to Civil Rights Laws and Regulations. M Yes❑ No The undersigned hereby certifies that: ® The Provision of Local Training, Employment and Business Opportunities clause (Section 3 provision) Is Included in the Contract. A written Section 3 plan (Local Opportunity, Plan) was prepared and submitted as part of the bid proceedings if bid equals or exceeds $100 000 . 00400-3 of La Porte STATEMENTS OF ® The Non Segregated Facilities clause (Section 109 provision) is included In the Contract. No segregated facilities will be maintained as required by Title VI of the Civil Rights Act of 1964. M The Equal Employment Opportunity clause is Included in the Contract (if bid equals or exceeds $10,000). ® The Affirmative Action for Handicapped Workers clause is included in the contract. Have you ever been or are you being considered for sanction due to violation of Executive Order 11246, as amended? ❑ Yes® No T. D. McKe , Vice President NAME AND TITLE OF SIGNER (Please type) .9, 110C November 14, 2013 SIGNATURE- DATE MINORITYIFEMALE GOALS AND TIMETABLES The female employment goal Is effective as of April 1980 and is currently 6.9%. The percentages for minority participation in Texas are: Texarkana Area: Texarkana & Bowie Co. Non-MSA Counties of Camp, Cass, Lamar, Morris, Red River & Titus Tyler-Lonavlew Area: Longview, Gregg Co. & Harrison Co. Tyler & Smith Co. Non-MSA Counties of Anderson, Angelina, Cherokee, Henderson, Marion, Nacogdoches, Panola, Rusk, San Augustine, Shelby, Upshur & Wood Beaumont -Port Arthur Area: Beaumont, Port Arthur, Orange, Hardin Co., Jefferson Co., & Orange Co. Non-MSA Counties of Jasper, Houston, Newton, Sabine, & Tyler Houston Area: Bryan, College Station & Brazos Co. Galveston, Texas City & Galveston Co. Houston, Brazoria Co., Fort Bend Co., Harris Co., Liberty Co., Montgomery Co. & Wailer Co. Non-MSA Counties of Austin, Burleson, Calhoun, Chambers, Colorado, DeWitt, Fayette, Gollad, Grimes, Jackson, Lavaca, Leon, Madison, Matagorda, Polk, Robertson, San Jacinto, Trinity, Victoria, Walker, Washington, & Wharton 00400-4 19.7 20.2 22.8 23.5 22.6 22.6 22.6 23.7 28.9 27.3 27.4 of La Porte STATEMENTS OF Austin Area: Austin, Hays Co., Travis Co., & Williamson Co. 24.1 Non-MSA Counties of Bastrop, Blanco, Burnet, Caldwell, Lee & Llano 24.2 Waco. Killeen, Temple Area: Killeen, Temple, Bell Co. & Coryell Co. 16.4 Waco & McLennan Co. 20.7 Non-MSA Counties of Bosque, Falls, Freestone, Hamilton, Hill, Lampasas, Limestone, Milam & 18.6 Mills Dallas. Fort Worth Area: Dallas, Fort Worth, Collin Co., Dallas Co., Denton Co., Ellis Co., Hood Co., Johnson Co., 18.2 Kaufman Co., Parker Co., Rockwall Co., Tarrant Co. & Wise Co. Sherman, Denison & Grayson Co. 9.4 Non-MSA Counties of Cooke, Delta, Erath, Fannin, Franklin, Hopkins, Hunt, Jack, Montague, 17.2 Navarro, Palo Pinto, Rains, Somervell, & Van Zandt Wichita Falls Area: Wichita Falls, Clay Co. & Wichita Co. 12.4 Non-MSA Counties of Archer, Baylor, Cottle, Foard, Hardeman, Wilbarger & Young 11.0 Abilene Area: Abilene, Callaghan Co., Jones Co. & Taylor Co. 11.6 Non-MSA Counties of Brown, Coleman, Comanche, Eastland, Fisher, Haskell, Kent, Knox, 10.9 Mitchell, Nolan, Scurry, Shackleford, Stephens, Stonewall & Throckmorton San Angelo Area: San Angelo & Tom Green Co. 19.2 Non-MSA Counties of Coke, Concho, Crockett, Irion, Kimble, McCullough, Mason, Menard, 20.0 Reagan, Runnels, San Saba, Schleicher, Sterling, Sutton & Terrell San Antonio Area: Laredo & Webb Co. 87.3 San Antonio, Bexar Co., Comal Co. & Guadalupe Co. 47.8 Non-MSA Counties of Atascosa, Bandera, Dimmit, Edwards, Frio, Gillespie, Gonzales, Jim 49.4 Hogg, Karnes, Kendall, Kerr, Kinney, LaSalle, McMullen, Maverick, Medina, Real, Uvalde, Val Verde, Wilson, Zapata & Zavala Corpus Christi Area: Corpus Christi, Nueces Co. & San Patricio Co. 41.7 Non-MSA Counties of Aransas, Bee, Brooks, Duval, Jim Wells, Kenedy, Kleburg, Live Oak & 44.2 Refugio Brownsville McAllen, Harlingen Area: Brownsville, Harlingen, San Benito & Cameron Co. 71.0 McAllen, Pharr, Edinburg & Hidalgo Co. 72.8 Non-MSA Counties of Starr & Willacy 72.9 Odessa, Midland Area: 00400-5 of La Porte STATEMENTS OF Midland & Midland Co. 15.1 Odessa & Eclor Co. 1.1 Non-MSA Counties of Andrews, Crane, Glasscock, Howard, Loving, Martin, Pecos, Reeves, 18.9 Upton, Ward & Winkler El Paso Area: 57.8 El Paso & El Paso Co. 49.0 Non=MSA Counties of Brewster, Culbertson, Hudspeth, Jeff Davis & Presidio Lubbock Area: 19.6 Lubbock & Lubbock Co. Non-MSA Counties of Bailey, Borden, Cochran, Crosby, Dawson, Dickens, Floyd, Gaines, 19.5 Garza, Hale, Hockley, King, Lamb, Lynn, Motley, Terry & Yoakum Amarillo Area: 9.3 Amarillo, Potter Co. & Randall Co. Non-MSA Counties of Armstrong, Briscoe, Carson, Castro, Childress, Collingsworth, Dallam, 11.0 Deaf Smith, Donley, Gray, Hall, Hansford, Hartley, Hemphill, Hutchinson, Lipscomb, Moore, Ochiitree, Oldham, Farmer, Roberts, Sherman, Swisher, & Wheeler Equal Opportunity Guidelines for Construction Contractors Note: To be included In bid packet and distributed at the preconstruction conference (optional) 1. What are the responsibilities of the offeror or bidder to Insure equal employment opportunity? The offeror or bidder must comply with the "Equal Opportunity Clause" and the "Standard Federal Equal Opportunity Construction Contract Specifications" 2. Are construction contractors required to Insure a comfortable working environment for all employees? Yes, it is the construction contractors responsibility to provide an environment free of harassment, intimidation, and coercion to all employees and to notify all foremen and supervisors to carry out this obligation, with specific attention to minority or female individuals. 3. To alleviate developing separate facilities for men and women on all sites, can a construction contractor place all women employees on one site? No, two or more women should be assigned to each site when possible. 4. Are construction contractors required to make special outreach efforts to minority and female recruitment sources? Yes, construction contractors must establish a current list of minority and female recruitment sources. Notiflcation of employment opportunities, Including the availability of on-the-job training and apprenticeship programs, should be given to these sources. The efforts of the construction contractors should be kept in file. 5. Should records be maintained on the number of minority and females applying for positions with construction contractors? 00400-6 of La Porte STATEMENTS OF Yes, records must be maintained to Include a current list of names, addresses and telephone numbers of all minority and female applicants. The documentation should also Include the results of the applications submitted. 6. What happens if a woman or minority is sent to the union by the Contractor and is not referred back to the Contractor for employment? If the unions impede the construction contractor's responsibility to provide equal employment opportunity, a written notice should be submitted to TXCDBG. 7. What efforts are made by construction contractors to create entry-level positions for women and minorities? Construction contractors are required to develop on-the-job training programs, or participate in training programs, especially those funded by the Department of Labor, to create positions for women and minorities and to meet employment needs. 8. Are any efforts made by the Contractor to publicize their Equal Employment Opportunity (EEO) policy? Yes, the construction contractor Is responsible for notifying unions and sources of training programs of their equal employment opportunity policy. Unions should be requested to cooperate in the effort of equal opportunity. The policy should be included in any appropriate manuals, or collective bargaining agreements. The construction contractor is encouraged to publicize the equal employment opportunity policy in the company newspaper and annual report. The Contractor is also responsible to Include the EEO policy in all media advertisement. 9. Are any In-service training programs provided for staff to update the EEO policy? At least annually a review of the EEO policy and the affirmative action obligations are required of all personnel employees of a decision -making status. A record of the meeting including date, time, location, persons present, subject matter discussed, and disposition of the subject matter should be maintained. 10. What recruitment efforts are made for minorities and women? The construction contractor must notify, both orally and in writing, minority and female recruitment sources one month prior to the date of acceptance for apprenticeship or other training programs. 11. Are any measures taken to encourage promotions for minorities and women? Yes, an annual evaluation should be conducted for all minority and female personnel to encourage these employees to seek higher positions. 12. What efforts are taken to Insure that personnel policies are In accordance with the EEO policy? Personnel policies in regard to job practices, work assignments, etc. should be continually monitored to insure that the EEO policy is carried out. 13. Can women be excluded from utilizing any facilities available to men? No, all facilities and company activities are non -segregated except for bathrooms or changing facilities to insure privacy. 14. What efforts are made to utilize minority and female contractors and suppliers? None, however records are kept of all offers to minority and female construction contractors. 00400-7 of La Porte STATEMENTS OF 15. If a construction contractor participates In a business related association that does not comply with affirmative action standards, does that show his/her failure to comply? No, the construction contractor is responsible for its own compliance. 16. Will a construction contractor be in violation of EEO policy and affirmative action If he sets up one set of goals to Include minorities and women? Yes. There is a separate goal for minorities and a separate single goal for women. The construction contractor is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women both minority and non -minority. 17. Can a construction contractor hire a subcontractor who has been debarred from government contracts pursuant to EEO? No. The construction contractor must suspend, terminate or cancel its contract with any Subcontractor who is In violation of the EEO policy. 18. What effort has been taken by the construction contractor to monitor all employment to Insure the company EEO policy Is being carried out? The construction contractor must designate a responsible Individual to keep accurate records of all employees that includes specific information required by the government. 00400-8 of La Porte Section 00410 CONTRACTOR CERTIFICATIONS U.S. Department of Housing and Urban Development CERTIFICATION OF BIDDER REGARDING CIVIL RIGHTS LAWS AND REGULATIONS INSTRUCTIONS CERTIFICATION OF BIDDER REGARDING Executive Order 11246 and Federal Laws Requiring Federal Contractor to adopt and abide by equal employment opportunity and affirmative action In their hiring, firing, and promotion practices. This Includes practices related to race, color, gender, religion, national origin, disability, and veterans' rights. NAME AND ADDRESS OF BIDDER (Include ZIP Code) Angel Brothers Enterprises, Ltd. 5210 West Road Baytown, Texas 77521 CERTIFICATION BY BIDDER Bidder has participated In a previous contract or subcontract subject to Civil Righie Laws and Regulations. IN Yes ❑ No The undersigned hereby certifies that: ® The Provision of Local Training Employment and Business Opportunilies clause (Section 3 provision) Is Included in the Contract. A written Section 3 plan (Local Opportunity Plan) was prepared and submitted as part of the bid proceedings (f bid equals or exceeds $100,000). M The Non Seareaated Facilities clause (Section 109 provision) is Included in the Contract. No segregated facilities will be maintained as required by Titie VI of the Civil Rights Act of 1964. ® The Equal Employment Opportunity clause is Included in the Contract (if bid equals or exceeds $10.000). M The Affirmative Action for Handicapped Workers clause is included In the contract. Have you ever been or are you being considered for sanction due to violation of Executive Order 11246, as emended? ❑ Yes ® No T. D. McKay, Vice President NAME AND TITLE OF SIGNER (Please type) November 14, 2013 SIGNATURE z V DATE END OF DOCUMENT 00410-1 of La Porte NONCOLLUSION AFFIDAVIT Section 00420 NONCOLLUSION AFFIDAVIT OF PRIME BIDDER State of TEXAS ) County of HARRIS ) T. D. McKee , being first duly sworn, deposes and says that: (1) He is Vice President of Angel Brothers Enterprises. Ltd.,, the Bidder that has submitted the attached Bid; (2) He is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; (3) Such Bid Is genuine and is not a collusive or sham Bid; (4) Neither the said Bidder nor any of its officers, partners, owners, agents, representatives, employees or parties in interest, including this affianl, has in any way colluded, conspired, connived or agreed, directly or Indirectly with another Bidder, firm or person to submit a collusive or sham Bid in connection with the Contract for which the attached Bid has been submitted or to refrain from bidding in connection with such Contract, or has in any manner, directly or indirectly, sought by agreement or collusion or communication or conference with any other Bidder, firm or person to fix the price or prices in the attached Bid or of any other Bidder, or to fix an overhead, profit or cost element of the Bid price or the Bid price of any other Bidder, or to secure through any collusion, conspiracy, connivance or unlawful agreement any advantage against the City of La Porte (Local Public Agency) or any person interested in the proposed Contract; and (5) The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the Bidder or any of its agents, representatives, owners, employees, or parties in interest, including this affiant. (Signed) Vice President Title Subscribed and sworn to me this 14th day of November 2013 0 My commission expires April 15 2014 END OF DOCUMENT 00420-1 of La Porte Certification Regarding Lobbying for Contracts, Grants, Loans, and Cooperative Agreements The undersigned T. D. McKey of Angel Brothers Enterprises, Ltd. certifies, to the best of its knowledge and belief, that: 1 , No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form — LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. (3) The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered Into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more that $100,000 for each such failure. Signed: , %iGt, Date: November 14, 2013 Title: Vice President 00440-1 eranredsuoreamnr h4d9@Isdocumanfih epp u o pa s. Texas General Land Office Community Development Block Grant (CDBG) Disaster Recovery Program Contractor Cer(Ificatlon of Efforts to Fully Comply with Employment and Training Provisions Action on 3 Economic OpporlunlUes for Low and Very Low-income Persona THE BIDDER REPRESENTS AND CERTIFIES AS PART OF ITS BIDiOFFER THAT IT: ❑ Is a Section 3 Business Concern. A Section 3 Business Concern means a business concern: 1. That Is M or more owned by Sedlon 3 Residenl(s); or 2. Whose permanent, fufbl'eme employees include persons, at least 30%o1whom are currently Section 3 Residents, or 3. Thai provides evidence of a commitment to subcontract In excess of 26°A of the dollar value of all subcontracts to be awarded to Section 3 Business Concerns, [hat meet the qualifications set forth In paragraphs 1 or 2 herein. J] Is NOT a Section 3 Business Concern, but who has and Will continua to seek compliance with Section 3 by certifying the following efforts to be undertaken. EFFORTS TO AWARD SUBCONTRACTOR TO SECTION 3 CONCERNS (Check ALL that apply) ❑ By conlacUng business assistance agendas, minority contractors assodallons and communityorganizatIons to Inform thorn of the contracting opportunities and requesting their assistance In IdenUlying Section 3 bustnosso which may solicit bids for a portion of the work. ❑ By advertising contracting opportunities by posting notices, which pre We general Information about the work to be centraded and where to obtain additional information, In the common areas of the applicable devolopment(s) owned and managed by the Housing Authority. ❑ By provlding wdllen nollca to all known Section 3 Business Concerns of contracting epportu tics. This nolico should be In suffidenl Ume to allow the Section 3 Business Concerns to respond to bid Invitations J] By following up vAlh Section 3 Business Concerns that have oxpressed Interest In the contracting opportunities. ❑ By coordinating meetings al Which Section 3 Business Concerns could be Informed of specific elements of the work for which subcontract bids are being sought ❑ By conducting workshops on centmCUng procedures and specific contracting oppodunittes In a timely meoor so that Section 3 Business Concerns can take advantage of conlreding opportunities, ❑ By advising Section Business Concerns as to where they seek assistance to overcome barriers such as Inability to obtain bonding, lines of credit, financing, or Insurance and aiding Section 3 Businesses in qualifying forsuch bonding , financing, Insurance, ele.... ❑ Where appropriate, by breaking out contract work Into economically feasible units to fadlilate panklpaUon by Section 3 businesses. ❑ By developing and using a fist of eligible Section 3 Business Concems, ❑ By actively supporting and undertaking Joint ventures with SecUon 3 Busiosses. EFFORTS TO PROVIDE TRAINING AND EMPLOYMENT Tp SECTION 3 RPSIDENTS ❑ By entering Into a'arsl source Ndng agreements with organizations representing Section 3 Rosidenls. ❑ By establishing training programs, vddch are censhlent with tiwe requhemenls of [he Department of Labor, specigoaly forSectlon 3 Residents In the building trades. ❑ By advertising employment and training positions to dweling units occupied by Category 1 and 2 m Werds. ❑ By contacting resident councils and other resident organizations In the affected housing development to request assistance In notifying residents of the training and employment positions to be filled. ❑ By arranging Inlervlews and conducting Interviews on the Job site g] By undertaking such continued job training alto as may be necessary to ensure the continued employment of Section 3 Residents previously hired for amploynwanl opportunities. Contractor NamalBuslnose Name: Angel Brothers Enterprise , Ltd. Signature Field Dotofflme Field T. D. McKey, Vice President November 14, 2013 City of La Porte CONTRACTOR'S LOCAL 3"i Street Paving and Drainaue Improvements OPPORTUNITY PLAN Section 00815 CONTRACTOR'S LOCAL OPPORTUNITY PLAN Angel Brothers Enterprises, Ltd. (name of company) agrees to Implement the following specific affirmative action steps directed at increasing the utilization of lower income residents and businesses within the (City/County) of City of La Porte A. To ascertain from the Locality's CDBG program official the exact boundaries of the project area and where advantageous, seek the assistance of local officials in preparing and implementing the affirmative action plan. B. To attempt to recruit from within the city the necessary number of lower income residents through: local advertising media, signs placed at the proposed site for the project, and community organizations and public or private institutions operating within and servicing the project area such as Service Employment and Redevelopment (SER), Opportunities Industrialization Center (OIC), Urban League, Concentrated Employment Program, Hometown Plan, or the U.S. Employment Service. C. To maintain a list of all lower income residents who have applied either on their own or on referral from any source, and to employ such persons, If otherwise eligible and if a vacancy exists. D. To insert this plan in all bid documents and to require all bidders on subcontracts to submit an affirmative action plan Including utilization goals and the specific steps planned to accomplish these goals. E. To Insure that subcontracts (greater than $10,000), which are typically let on a negotiated rather than a bid basis in areas other than the covered project area, are also let on a negotiated basis, whenever feasible, in a covered project area. F. To formally contact unions, subcontractors, and trade associations to secure their cooperation in this effort. G. To insure that all appropriate project area business concerns are notified of pending sub - contractual opportunities. H. To maintain records, including copies of correspondence, memoranda, etc., which document that all of the above affirmative action steps have been taken. 1. To appoint or recruit an executive official of the company or agency as Equal Opportunity Officer to coordinate the implementation of this plan. J. To maintain records concerning the amount and number of contracts, subcontracts, and purchases which contribute to objectives. K. To maintain records of all projected work force needs for all phases of the project by occupation, trade, skill level, and number of positions and to update these projections based on the extent to which hiring meets these Local Opportunity objectives. As officers and representatives of Angel Brothers Enterprises, Ltd. (name of company), we the undersigned have read and fully agree to this Plan, and become a party to the full Implementation of the program and Its provisions. Signature Vice President November 14, 2013 Title Date 00815-1 of La Porte CONTRACTOR'S LOCAL PROPOSED CONTRACTS BREAKDOWN Type of Contracts No. of Contracts Approx. Total Dollar Amount Estimated No. to local Business Estimated $ Amount Local Business 7'•r ( �Soo-o " � o cj8opo _ Q o ESTIMATED PROJECT WORKFORCE BREAKDOWN Work Classifications Total Estimated Positions No. of Positions Currently Filled No. of Positions not Filled No. of Positions to fill with UM Residents / o d lF a lcu.D L, t� 12 N� Totals D E> END OF DOCUMENT 00815-2 of La Porte SECTION 00820 POLICY OF NONDISCRIMINATION ON THE BASIS OF HANDICAPPED STATUS POLICY OF The Angel Brothers Enterprises, Ltd. does not discriminate on the basis of handicapped status in the admission or access to, or treatment or employment in, its federally assisted programs or activities. (Name) Sandra Garza (Address) 5210 West Road Baytown, Texas 77521 City State Zip Telephone Number ( ) Voice ( ) - TOD has been designated to coordinate compliance with the nondiscrimination requirements contained in the Department of Housing and Urban Development's (HUD) regulations implementing Section 504 (24 CFR Part 8. dated June 2, 1988). END OF DOCUMENT 00820-1 of La Porte LABOR STANDARDS AND Section 00825 U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM CONTRACTOR'S CERTIFICATION rnhlr.FRNINr: I ARnR STANDARDS AND PREVAILING WAGE REQUIREMENTS TO (appropdate redptenl) DATE November 14, 2013 PROJECT NUMBER (f erry) Contract #12-484-000-13850 cro PROJECTrD Sfreet Paving & Drainage Improvement I t. The undersigned, having executed a contract with City of La Porte for the construction of the aboveadentined project, acknowledges that: (a) The Labor Standards provisions are included in the aforesaid contract, (b) Correction of any Infractions of tho aforesaid conditions, Including infractions by any of his subcontractors and any lower tier subcontractors. Is his responsibility. 2. He certifies that: (a) Neither he nor any fine, partnership or association in which he has substantial Interest Is designated as an Ineligible contractor by the Comptroller General of the United States pursuant to Section 5.5(b) of the Regulations of the Secretary of labor, Part 5 (29 CFR, Part 5) or pursuant to Section 3(s) of the Davis -Bacon Ad, as amended. (b) No part of the aforementioned contract has been or will be subcontracted to any subcontractor if such subcontractor or any firm, corporation, partnership or association In which such subcontractor has a substantial interest is designated as an ineligible contractor pursuant to any of the aforementioned regulatory or statutory provisions. 3. He agrees to obtain and forward to the aforementioned recipient within ten Including those executed by his subcontractors and any lower tier subconlr Labor Standards and Prevailing Wage Requirements executed by the sub( 4. He certifies that: (a) The legal name and the business address of the undersigned are: fter the execution of any subcontract, a Subconlredora Certificellon Concerning Angel Brothers Enterprises, Ltd. 5210 West Road, Baytown, Texas 77521 c The name titre and address of III owmr partners or otncers or me unoersi neo are: NAME TIRE A Wcss Greg An el President & General Partner 5210 West Road BaVtown, Texas 77521 Gary Angel Vice President & General Partner 5210 West Road Baytown, Texas 77521 00825-1 of La Porte LABOR STANDARDS AND (d) The names and addresses of all other persons having a substantial Interest In the undersigned, and the nature of the Dale November 14, 2013 Angel Brothers Enterprises, Ltd. (Contractor) By ar 0. T. D. McKay, Vice re dent END OF DOCUMENT 00825-2 RESOLUTION OF THE BOARD OF DIRECTORS OF ANGEL BROTHERS MANAGEMENT, INC. The Board of Directors of Angel Brothers Management, Inc., met on the below date for the purpose of passing a resolution approving the appointment of T. D. McKey as Vice President of the corporation. Mr. McKey is authorized to sign documents on behalf of the corporation in its capacity as General Partner of Angel Brothers Management, Inc., when Angel Brothers Enterprises, Ltd. is bidding on any construction or other projects. The following resolution was unanimously approved: RESOLVED that T. D. McKey shall serve as Vice President of the corporation. Mr. McKey is hereby authorized to execute any and all documents necessary in connection with Angel Brothers Enterprises, Ltd., bidding on any construction or other projects. By signing below, Mr. McKey agrees to serve as Vice President of the corporation and further agrees to uphold his duties as stated above. T. D. McKey Date This document signed and sworn before me, Tina Badgett, Notary -Public, by Greg Angel, Gary Angel and T. D. McKey on this xa day of January, 2009. Tina Badgett U CommissionExpires:08/02/2010 Michael D. Eagan Work Address Angel Brothers Enterprises P.O. Boa 570 Baytown, TX 77522 (713)962-6500 Education 1980 2 year degree at Northwest Iowa Tech. Permanent Adores.. 3549 Kuykendall Bellville, TX 77418 (979) 865-8030 Work Experience 1980-1985 Operator, Marathon Paving, ran heavy equipment, dozers Backhoes, front end loaders, scrapers, and oft -road dump trucks. Surveyor, performed take offs on new jobs, cut and fills. Grade Foreman, shot grade, and set blue tops. 1985-1998 Concrete Foreman, Angel Brothers Enterprises, ordered all the materials, kept daily reports and time sheets for all the crew members. 1998-Present General Superintendent, Angel Brothers Enterprises, responsible for all crews, ordered all material for each job, and kept records of durations for each job. Honors 1999 Completed School of Traffic Control Training References Mr. Robert Carter Greg Angel Mrs Batsy Elick Vice President (Estimator) Owner Substitute Angel Brothers Enterprises Angel Brothers Katy High School (281)421-5721 (281)421-5721 (979)865-3890 Angel Brothers Enterprises, Ltd. 5210 West Road P. O. Box 570 Baytown, Texas 77522-0570 281.421.5721 281.471.6730 Fax 281.421.5796 www angelbrothers.com AngelBrothers RMnp onaaf woonhoclas 3RD STREET PAVING AND DRAINAGE IMPROVEMENTS Five Similar Completed Prolects Project: Baker Road Extension Owner: City of Baytown, Brent Costlow, 281.422.8281 Description: Extending existing W. Baker Road from N. Main Sreet to Crosby -Cedar Bayou Road and Sjolander Road to a four -lane concrete curb and gutter boulevard with medians and left -turn lanes Contract: $8,957,882.48 Project Completed: 80% Complete as of October 31, 2013 Project: North Main Street Paving & Drainage Improvements Owner: Harris County, Rich Elwood, 713.755.8381 Description: Reconstruction of approximately 5,400LF of an existing asphalt roadway section from IH 10 to Wallisville Road to a curb and gutter boulevard section Contract: $3,822,167.15 Project Completed: October 2013 Project: Louisiana Avenue Paving & Drainage Improvements Owner: Galveston County, Michael Fitzgerald, 409.770.5554 Description: Louisiana Avenue pavement and drainage improvements between FM 518 and Hewitt in the City of League City Contract: $5,563,304.32 Project Completed: March 2013 Project: Sedona, Section 3 Owner: Lingo Properties, Inc., Tracy Goza, 832.736.9600 Description: Concrete paving of subdivision roadways including sidewalks, drainage and utilities Final Contract: $4,401,375.39 Project Completed: February 2013 Project: Wallisville Road at North Main Street Intersection Paving & Drainage Owner: Harris County, Rich Elwood, 713.755.8381 Description: Reconstruction of approximately 2,700LF of an existing two lane asphalt roadway section to a concrete curb and gutter boulevard section with drainage system consisting of combination closed conduit and detention basin Contract: $3,124,594.30 Project Completed: October 2012 EXHIBIT "A" WORK IN PROGRESS OCTOBER 2013 Project: Comal County — FM 306 (CSJ 3106-01-010) Owner: TxDOT Contact: Jessica Castiglione, P.E. 830.625.6278 Contract Amount: $4,205,938.13 % Complete: 99% Project: Travis County — FM 812 (CSJ 1149-01-025) Owner: TxDOT Contact: Mike McKissick, P.E. 512.997.2200 Contract Amount: $1,688.655.48 % Complete: 94% Project: Hays County — RM 2325 (CSJ 0286-02-012) Owner: TxDOT Contact: Ben Engelhardt, P.E. 830.609.0707 Contract Amount: $3,303,104.50 % Complete: 99% Project: Travis County — SH 71 (CSJ 0700-03-114) Owner: TxDOT Contact: Ben Engelhardt, P.E. 830.609.0707 Contract Amount: $5,357,701.53 % Complete: 77% Project: Eagle Drive (FM 3180) Owner: City of Mont Belvieu Contact: Bryan Easum 281.576.2213 Contract Amount: $15,355.633.28 % Complete: 97% Project: Comal County — FM 484 (CSJ 0867-01-024) Owner: TxDOT Contact: Jessica Castiglione, P.E. 830.625.6278 Contract Amount: $1,900,620.22 % Complete: 99% Project: Boxer County — LP 1604 (CSJ 2452-02-081) Owner: TxDOT Contact: Lawrence Coyle, P.E. 210.633.1417 Contract Amount: $1,699,752.38 % Complete: 99% Page 1 of 8 Project: Williamson County — IH 35 (CSJ 0016-09-165) Owner: Contact: TxDOT Mark Jones, P.E. 512.930.5402 Contract Amount: $3,689,560.42 % Complete: 85% Project: San Marcos Airport Improvements Owner: City of San Marcos Contact: Hugo Zuniga 832.344,7996 Contract Amount: $4,691,794.28 % Complete: 89% Project: Williamson County — FM 1431 (CSJ 1378.02-033) Owner: Contact: TxDOT Mark Jones, P.E. 512.930.5402 Contract Amount: $2.895,175.70 % Complete: 42% Project: Wharton County — US 59 (CSJ 0089-07-143) Owner: Contact: TxDOT Mark Wooldridge, P.E. 979.532.3141 Contract Amount: $3,842,481.99 % Complete: 99% Project: Hays County — RM 1826 (CSJ 1764-02-017) Owner: Contact: TxDOT Ben Engelhardt, P.E. 830.609.0707 Contract Amount: $702,611.00 % Complete: 98% Project: Ella (Wheatley) Paving (N-000533-0002-4) Owner: Contact: City of Houston Dotun Ogundare, P.M. 832.395.2389 Contract Amount: $8,542,452.10 % Complete: 28% Project: Whiteheather Drainage & Paving Sub -Project IV (M-000262-0004-4) Owner: City of Houston Contact: Stephen Wright, P.M. 832.395.2402 Contract Amount: $6,697,107.42 % Complete: 93% Project: Travis County — RM 2222 (CSJ 6240.05.001) Owner: TxDOT Contact: John Wagner, P.E. 512.930.5402 Contract Amount: $2,434,815.15 % Complete: 99% Page 2 of 8 Project: Baker Road Extension Owner: City of Baytown Contact: Brent Costlow 281.422.8281 Contract Amount: $8,957,882.48 % Complete: 69% Project: Hays County — FM 2001 (CSJ 624040-001) Owner: TxDOT Contact: Don Nyland, P.E. 512.282.2113 Contract Amount: $4,817,721.37 % Complete: 99% Project: Dimmit County — SH 85 (CSJ 0301-01-071) Owner: TxDOT Contact: Steve Strmiska, P.E. 830.876.2535 Contract Amount: $5,367,490.36 % Complete: 99% Project: Liberty County — FM 563 (CSJ 1023.02-047) Owner: TxDOT Contact: Cory Taylor, P.E. 936.336.2244 Contract Amount: $2,765,217.37 % Complete: 99% Project: Wharton County — FM 102 (CSJ 0709-02-047) Owner: TxDOT Contact: Mark Wooldridge, P.E. 979.532.3141 Contract Amount: $2,875,006.16 % Complete: 97% Project: Beechnut Rehabilitation (N-000765-0001-4) Owner: City of Houston Contact: Brian Alcott, P.M. 832.395.2396 Contract Amount: $7,922,595.33 % Complete: 19% Project: West Montgomery Road (12/0258) Owner: Harris County, Precinct 1 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $4,444,846.30 % Complete: 65% Project: Brazoria County — BS 35-C (CSJ 0178-08.014) Owner: TxDOT Contact: Mark Wooldridge, P.E. 979.532.3141 Contract Amount: $1,593,005.22 % Complete: 99% Project: Washington County— US 290 (CSJ 0114-10-091) Owner: TxDOT Contact: Mark Shafer, P.E. 979.836.9359 Contract Amount: $5,483,940.00 % Complete: 94% Page 3 of 8 Project: Kilgore Parkway Segment 1 Owner: Chambers County Contact: Bobby Hall, County Engineer 409.267.8379 Contract Amount: $1,393,303.50 % Complete: 72% Project: Harris County — SH 225 (CSJ 0502-01-208) Owner: TxDOT Contact: Lucio Ortiz, P.E. 409.978.2500 Contract Amount: $2.342,263.41 % Complete: 53% Project: Hardin County — FM 770 (CSJ 1096-01-057) Owner: TxDOT Contact: Cory Taylor, P.E. 936.336.2244 Contract Amount: $1,036,267.71 % Complete: 99% Project: Bexar County — IH 35 (CSJ 0017-09-094) Owner: TxDOT Contact: Lawrence Coyle, P.E. 210.633.1417 Contract Amount: $1,079,436.74 % Complete: 98% Project: Llano County — SH 29 (CSJ 0160-04-043) Owner: TxDOT Contact: Howard Lyons, P.E. 512,756.2316 Contract Amount: $1,485,594.91 % Complete: 91 % Project: Gonzales County — IH 10 (CSJ 0636-05-035) Owner: TxDOT Contact: Brian Schoenemann, P.E. 361.293.4378 Contract Amount: $5,947,632.83 % Complete: 61 % Project: Nueces County — SH 368 (CSJ 0617-01-183) Owner: TxDOT Contact: Martin Horst, P.E. 361.808.2500 Contract Amount: $4,930,299.76 % Complete: 99% Project: Wilburn Ranch Subdivision Owner: E C 22 M B, LLC c/o GC Engineering, Inc. Contact: Fred Thompson, P.E. 281.412.7008 Contract Amount: $2.402,246.50 % Complete: 96% Project: Galveston County — FM 617 (CSJ 6250-06-001) Owner: Contact: TxDOT Todd Corbin, P.E. (Interim) 409.978.2500 Contract Amount: $481,331.90 % Complete: 99% Page 4 of 8 Project: Caldwell County — US 90, Etc. (CSJ 0029-03-054) Owner: TxDOT Contact: Roy Dill, P.E. 512.321.2195 Contract Amount: $3,543.869.28 % Complete: 35% Project: Caldwell County — US 183 (CSJ 0152-03-053) Owner: TxDOT Contact: Roy Dill, P.E. 512.321.2195 Contract Amount: $7,526,709.80 % Complete: 27% Project: Gillespie County — US 87, Etc. (CSJ 6246.77-001) Owner: TxDOT Contact: Howard Lyons, P.E. 512.756.2316 Contract Amount: $1,253,789.62 % Complete: 0% Project: Ferry Road Sanitary Sewer Owner: City of Baytown Contact: Brent Costlow 281.422.8281 Contract Amount: $634,003.00 % Complete: 60% Project: South Diamondhead Boulevard (13/0073) Owner: Harris County, Precinct 2 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $1.470.428.00 % Complete: 35% Project: Waterfront Drive Reconstruction Owner: City of Seabrook Contact: Arthur Chalrez, Public Works Director 281.474.3286 Contract Amount: $4,338,280.50 % Complete: 51 % Project: Sjolander Road (1310086) Owner: Harris County, Precinct 2 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $3,828,908.00 % Complete: 62% Project: Harris County — SP 330 (CSJ 0508-07-281) Owner: TxDOT Contact: Lucio Ortiz, P.E. 409.978.2500 Contract Amount: $1,510,503.00 % Complete: 87% Page 5 of 8 Project: Refurbishing of Various Roads (Burkhardt, et al.) (13/0095) Owner: Harris County, Precinct 3 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $715,841.00 % Complete: 99% Project: Huffmelster Road (13/0060) Owner: Harris County, Precinct 3 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $2,376,374.60 % Complete: 71 % Project: Red Bluff Road (1310164) Owner: Harris County, Precinct 2 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $2,682,791.00 % Complete: 2% Project: IPSCO — Baytown Land Development Owner: Contact: IPSCO/Koppel Bob Arceneaux 281.383.5002 Contract Amount: $8,490.000.00 % Complete: 0% Project: Chambers County — IH 10 (CSJ 0739-01-046) Owner: Contact: TxDOT Cory Taylor, P.E. 936.336.2244 Contract Amount: $4,686,806.85 % Complete: 83% Project: Waller County — FM 1887 (CSJ 1745-01-019) Owner: Contact: TxDOT Jeff Volk, P.E. 281.238.7900 Contract Amount: $5,083,865.74 % Complete: 0% Project: Harris County — FM 2100 (CSJ 1062-02-023) Owner: TxDOT Contact: John Elam, P.E. 281.319.6400 Contract Amount: $5,966,662.66 % Complete: 1 % Project: Pearland Farms, Section 2 Owner: K. Hovnanian of Houston II, LLC c/o Lentz Engineering, L. C. Contact: Jarrod Aden, P.E. 713.839.6900 Contract Amount: $1,939,125.50 % Complete: 6% Page 6 of 8 Project: West Little York Road (N-000687-0002-4) Owner: City of Houston Contact: Samuel Banigo, P.M. 832.395.2223 Contract Amount: $12,754.420.96 % Complete: 0% Project: Chambers County Town Center & Pine Meadows Lift Station Improvements Owner: Chambers County Municipal Utility District c/o Cobb, Fendley & Associates, Inc. Contact: Alex Van Duzer, P.E. 713.462.3242 Contract Amount: $2,846,706.00 % Complete: 19% Project: Mills County — US 84 (CSJ 6268-20-001) Owner: TxDOT Contact: Carl Johnson, P.E. 325.643.0467 Contract Amount: $1,370,191.61 % Complete: 99% Project: Atascosa County — IH 37 (CSJ 0073-05-065) Owner: TxDOT Contact: Eddie Reyes, P.E. 830.741.6607 Contract Amount: $5.395,750.68 % Complete: 7% Project: Travis County — LP 212 (CSJ 0114-20-009) Owner: TxDOT Contact: Mike McKissick, P.E. 512.997.2200 Contract Amount: $587,548.00 % Complete: 0% Project: Hays County —SH 123 (CSJ 0366-01-068) Owner: TxDOT Contact: Ben Engelhardt, P.E. 830.609.0707 Contract Amount: $791,190.00 % Complete: 0% Project: Guadalupe County — IH 10 (CSJ 0535-01-069) Owner: TxDOT Contact: Jessica Castiglione, P.E. 830.625.6278 Contract Amount: $3,594,953.00 % Complete: 0% Project: Borusan Road & Regional Detention Pond Owner: Urban Construction Southwest, Inc. obo Chambers County Improvement District No. 1 c/o Landev Engineers, Inc. Contact: Bob Boozer, P.E. 713.869.0155 Contract Amount: $4,521,906.75 % Complete: 25% Page 7 of 8 Project: Wharton County — SH 71 (CSJ 6256-43-001) Owner: TxDOT Contact: Mark Wooldridge, P.E. 979.532.3141 Contract Amount: $994,474.00 % Complete: 0% Project: Sedona, Section 4 Owner: Lingo Properties, Inc. Contact: Tracy Goza 832.736.9600 Contract Amount: $302,500.00 % Complete: 0% Project: Harris County — US 59 (CSJ 0027-13-202) Owner: TxDOT Contact: Jesse Garcia, P.E. 713.934.5900 Contract Amount: $13,885,131.00 % Complete: 0% Project: Lynnwood, Section 2 Owner: E C 22 M B, LLC c/o GC Engineering, Inc. Contact: Fred Thompson, P.E. 281.412.7008 Contract Amount: $576,351.00 % Complete: 0% Project: Galveston County — FM 2004 (CSJ 2523-01-024) Owner: TxDOT Contact: Todd Corbin, P.E. (Interim) 409.978.2500 Contract Amount: $1,037,705.00 % Complete: 0% Project: Harris County — IH 610 (CSJ 0271-14-224) Owner: TxDOT Contact: Jesse Garcia, P.E. 713.934.5900 Contract Amount: $1,766,700.00 % Complete: 0% Project: Live Oak County — SH 72 (CSJ 0270-09-027) Owner: TxDOT Contact: William Lockett, P.E. 830.780.5301 Contract Amount: $16,894,487.00 % Complete: 0% Project: Comet County — IH 35 (CSJ 0016-05-106, Etc.) Owner: TxDOT Contact: Jessica Castiglione, P.E. 830.625.6278 Contract Amount: $5,847,999.00 % Complete: 0% Page 8 of 8 FA EXHIBIT "B" COMPLETED PROJECTS OCTOBER 2013 Project: North Main Street (1210247) Owner: Harris County, Precinct 2 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $3,822,167.15 Completed: October 2013 Project: Harris County — IH 10 (CSJ 0508-01-298) Owner: TxDOT Contact: Lucio Ortiz, P.E. 409.978.2500 Contract Amount: $21,586,492.82 Completed: September 2013 Project: Webb County — SH 44 (CSJ 0237-03-026) Owner: TxDOT Contact: Carlos G. Rodriguez, P.E. 956.712.7701 Contract Amount: $4,975,074.18 Completed: September 2013 Project: Comal County — FM 482 (CSJ 0016-19-023) Owner: TxDOT Contact: Jessica Castiglione, P.E. 830.625.6278 Contract Amount: $3.996,785.66 Completed: September 2013 Project: Webb County — IH 35 (CSJ 0018-06-162) Owner: TxDOT Contact: Carlos G. Rodriguez, P.E. 956.712.7701 Contract Amount: $2,984,464.42 Completed: September 2013 Project: 2012 MITI & Overlay Project Owner: City of Baytown Contact: Brent Costlow 281.422.8281 Contract Amount: $2,905,141.22 Completed: September 2013 Project: Bexar County — IH 10 (CSJ 0026-02-190) Owner: TxDOT Contact: Lawrence Coyle, P.E. 210.633.1417 Contract Amount: $2,609,684.09 Completed: September 2013 Page 1 of 22 Project: 2007 Street Bond Program — Year 4 Owner: City of Baytown Contact: Brent Costlow 281.422.8281 Contract Amount: $3,810,694.01 Completed: August 2013 Project: Travis County — IH 35 (CSJ 6240-58-001) Owner: TxDOT Contact: John Wagner, P.E. 512.930.5402 Contract Amount: $2,028.989.51 Completed: August 2013 Project: Travis County — RM 3238 (CSJ 6247-66-001) Owner: TxDOT Contact: Don Nyland, P.E. 512.282.2113 Contract Amount: $654,855.40 Completed: August 2013 Project: Hunter's Creek, Sections 2 & 6 - WS&D Owner: Harris County M.U.D. #459 c/o GC Engineering, Inc. Contact: Fred Thompson, P.E. 281.412.7008 Contract Amount: $548,628.25 Completed: August 2013 Project: Comal County — FM 3009 (CSJ 3107-01.029) Owner: TxDOT Contact: Jessica Castiglione, P.E. 830.625.6278 Contract Amount: $18,785,497.86 Completed: July 2013 Project: Holzwarth Road (12/0058) Owner: Harris County, Precinct 4 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $2,538,787.87 Completed: July 2013 Project: Kerr County — SH 27 (CSJ 6227-58-001) Owner: TxDOT Contact: Troy Witt, P.E. 830.257.8444 Contract Amount: $2,349,448.28 Completed: July 2013 Project: BetterStreets2Neighborhoods In the City of Seabrook (13/0018) Owner: Harris County Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $791,849.02 Completed: July 2013 Page 2 of 22 Project: Owner: Contact: Contract Amount: Completed: Project: Owner: Contact: Contract Amount: Completed: Project: Owner: Contact: Contract Amount: Completed: Webb County — US 59 (CSJ 0542-01-076) TxDOT Carlos G. Rodriguez, P.E. 956.712.7701 $4,612,650.80 June 2013 Chambers County — SH 124 (CSJ 0368-01-085) TxDOT Cory Taylor, P.E. $2,466,620.06 June 2013 North Main/1-10 City of Baytown Brent Costlow $730,211.00 June 2013 Utility Project, Phase 1 936.336.2244 281.422.8281 Project: Galveston County — SH 96 (CSJ 0976-07-011) Owner: TxDOT Contact: Todd Corbin, P.E. (Interim) 409.978.2500 Contract Amount: $4,181.510.82 Completed: May 2013 Project: Travis County — US 183 (CSJ 0151-09439) Owner: TxDOT Contact: Mike McKissick, P.E. 512.997.2200 Contract Amount: $1,678,516.59 Completed: May 2013 Project: Cottonwood Estates, Section 1 Owner: Dean Lawther c/o Arborleaf Development Contact: Walter Smith, P.E. 281.655.0634 Contract Amount: $1,242,829.25 Completed: May 2013 Project: Liberty County — US 90 (CSJ 0028-04-072) Owner: Contact: TxDOT Cory Taylor, P.E. 936.336.2244 Contract Amount: $4,065,002.57 Completed: April 2013 Project: Five (6) Acre Laydown Yard Owner: Chambers County Improvement District No. 1 Contact: Bob Boozer, P.E. 713,869.2402 Contract Amount: $2,269,747.82 Completed: April 2013 Project: Travis County — US 290 (CSJ 0113-08-068) Owner: TxDOT Contact: Ben Engelhardt, P.E. 830.609.0707 Contract Amount: $1,533,433.90 Completed: April 2013 Page 3 of 22 Project: Enclave at East Meadows 2 Owner: Dean Lawther c/o Arborleaf Development Contact: Walter Smith, P.E. 281.655.0634 Contract Amount: $1,396,093.80 Completed: April 2013 Project: Barge Dock 2.6 Acre Laydown Yard Owner: Chambers County Improvement District No. 1 Contact: Bob Boozer, P.E. 713.869.2402 Contract Amount: $835,021.58 Completed: April 2013 Project: Detention Pond Slope Repair Owner: Katoen Natie Contact: Daniel Camarillo 281.941.1029 Contract Amount: $75,000.00 Completed: April2013 Project: Louisiana Avenue Owner: Galveston County Contact: Mike Fitzgerald, P.E. 409.770.5554 Contract Amount: $5,563,304.32 Completed: March 2013 Project: Generic Citywide Overlay Package #17 Owner: Contact: City of Houston Dotun Ogundare, P.M. 832.395.2389 Contract Amount: $4,940,661.92 Completed: March 2013 Project: Bexar County — IH 410 (CSJ 0521-04-273) Owner: Contact: TxDOT Lawrence Coyle, P.E. 210.633.1417 Contract Amount: $1,806,964.10 Completed: March 2013 Project: Galveston County — IH 45 (CSJ 0500-01-140) Owner: Contact: TxDOT Todd Corbin, P.E. (Interim) 409.978.2500 Contract Amount: $669,429.85 Completed: March 2013 Project: Cutten Road & West Greens Road (Segment B) Owner: Harris County, Precinct 4 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $5,892,330.80 Completed: February 2013 Project: Owner: Contact: Contract Amount: Completed: Sedona, Section 3 Lingo Properties, Inc. Tracy Goza $4,401,375.39 February 2013 Page 4 of 22 832.736.9600 Project: Burnet County — US 183 (CSJ 0273-03-026) Owner: TxDOT Contact: Howard Lyons, P.E. 512.756.2316 Contract Amount: $2,194,478.17 Completed: February 2013 Project: Bonbrook Plantation South, Section 4 Owner: Bonbrook Plantation, L.P. Contact: John Taylor 512.712.5634 Contract Amount: $780,880.08 Completed: February 2013 Project: Lakes of Champion's Estates, Section 2A — Phase 1 Owner: Texas Home Development, Inc. Contact: Fred Thompson, P.E. 281.734.0968 Contract Amount: $480,966.00 Completed: February 2013 Project: Bexar County — IH 10 (CSJ 0072-07-056) Owner: TxDOT Contact: Lawrence Coyle, P.E. 210.633.1417 Contract Amount: $2,670,637.58 Completed: January 2013 Project: 2007 Street Bond Program — Year 3 Owner: City of Baytown Contact: Brent Costlow 281.422.8281 Contract Amount: $2.891,780.34 Completed: December 2012 Project: Bexar County — LP 346 (CSJ 0072-08-132) Owner: TxDOT Contact: Lawrence Coyle, P.E. 210.633.1417 Contract Amount: $2,361,495.51 Completed: December 2012 Project: Crosby Area Road Rehabilitation Owner: Harris County, Precinct 2 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $1,891,899.10 Completed: December 2012 Project: Sanitary Sewer Facilities Improvements Owner: City of Mont Belvieu Contact: Bryan Easum 281.576.2213 Contract Amount: $2,367,450.74 Completed: November 2012 Project: IPSCO/Koppel Storage Racks Owner: IPSCO/Koppel Contact: Bob Arceneaux 281.383.5002 Contract Amount: $1,585,187.39 Completed: November 2012 Page 5 of 22 Project: New Braunfels Avenue/Nacogdoches Road Owner: City of San Antonio Contact: Veronica Barefield 210.207.8345 Contract Amount: $1,340,010.34 Completed: November 2012 Project: Montgomery County— FM 1774 (CSJ 6239-31-001) Owner: Contact: TxDOT Richard Brown, P.E. 936.538.3300 Contract Amount: $985,126.08 Completed: November 2012 Project: Eagle Drive Sanitary Sewer Extension Owner: City of Mont Belvieu Contact: Bryan Easum 281.576.2213 Contract Amount: $599,274.90 Completed: November 2012 Project: Travis County — US 71 (CSJ 6236-74-001) Owner: Contact: TxDOT John Wagner, P.E. 512.930.5402 Contract Amount: $580,302.73 Completed: November 2012 Project: West Meadows, Section 3 Owner: Contact: LGI Homes Jack Lipar 281.362.8998 Contract Amount: $571,638.18 Completed: November 2012 Project: Guadalupe County — FM 1044 (CSJ 2021-02-016) Owner: Contact: TxDOT Ben Engelhardt, P.E. 830.609.0707 Contract Amount: $4,971,136.81 Completed: October 2012 Project: Wallisville Road at North Main Street intersection Paving & Drainage Improvements Owner: Harris County, Precinct 2 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $3,124,594.30 Completed: October 2012 Project: Mason Road Owner: Harris County, Precinct 3 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $2,415,263.20 Completed: October 2012 Page 8 of 22 Project: Williamson County — IH 45 (CSJ 6238-23-001) Owner: TxDOT Contact: John Wagner, P.E. 512.930.5402 Contract Amount: $1,473,168.49 Completed: October 2012 Project: Galveston County — LP 197 (CSJ 6234-53-001) Owner: TxDOT Contact: William Babbington, P.E. 409.978.2500 Contract Amount: $1,218,922.47 Completed: October 2012 Project: Bayport System Water Line Replacement Owner: Coastal Water Authority Contact: Donald R. Ripley, P.E. 713.658.9020 Contract Amount: $1,013,607.00 Completed: October 2012 Project: La Porte FY 2012 Street Overlay Owner: City of La Porte Contact: Don Pennell, Asst. Public Works Director 281.471.9650 Contract Amount: $896,307.74 Completed: October 2012 Project: Colorado County — IH 10 (CSJ 0536-08-081) Owner: TxDOT Contact: Brian Schoenemann, P.E. 361.293.4378 Contract Amount: $3,553,012.76 Completed: September 2012 Project: Harris County — SH 146 (CSJ 0389-03-036) Owner: TxDOT Contact: Jeff Volk, P.E. 281.464.5500 Contract Amount: $2,061,070.40 Completed: September 2012 Project: Guadalupe County — IH 10 (CSJ 6230-49-001) Owner: TxDOT Contact: Ben Engelhardt, P.E. 830.609.0707 Contract Amount: $669,996.00 Completed: September 2012 Project: ARRA Local Rehabilitation Project (N-001037-0057-4) Owner: City of Houston Contact: Dotun Ogundare, P.M. 832.395.2389 Contract Amount: $5,392,258.10 Completed: August 2012 Project: Galveston County — FM 1764 (CSJ 1607-01-049) Owner: TxDOT Contact: William Babbington, P.E. 409.978.2500 Contract Amount: $1,370,102.81 Completed: August 2012 Page 7 of 22 Project: Gillespie County— US 290 (CSJ 6237-27-001) Owner: TxDOT Contact: Howard Lyons, P.E. 512.756.2316 Contract Amount: $752,741.65 Completed: August 2012 Project: Springfield Estates, Section 10 Owner: Woodmere Development Co., Ltd. obo Spring Meadows M.U.D. Contact: Charles Eastland, P.E. 713.462.3242 Contract Amount: $534,337.50 Completed: August 2012 Project: Repsdorph Drive Improvements Owner: Harris County, Precinct 2 Contact: Rich Elwood, Director PID-CPD 713.765.8381 Contract Amount: $8,486,490.20 Completed: July 2012 Project: Travis County — US 183 (CSJ 0151-06-135) Owner: TxDOT Contact: Mike McKissick, P.E. 512.997.2200 Contract Amount: $1,957,389.26 Completed: July 2012 Project: Bexar County — IH 35 (CSJ 0017-10-248) Owner: Contact: TxDOT Lawrence Coyle, P.E. 210.633.1417 Contract Amount: $2.780,106.55 Completed: June 2012 Project: Cypress North Houston Road Owner: Harris County, Precinct 3 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $2,715,676.00 Completed: June 2012 Project: Hunt Road Extension Owner: City of Baytown Contact: Brent Costlow 281.422.8281 Contract Amount: $1,294,585.00 Completed: June 2012 Project: Galena Park Road Rehabilitation Owner: Harris County, Precinct 2 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $819,475.93 Completed: June 2012 Page 8022 Project: Galveston County — IH 46 (CSJ 6234-49-001) Owner: TxDOT Contact: William Babbington, P.E. 409.978.2500 Contract Amount: $771,899.25 Completed: June 2012 Project: Galveston County — FM 2004 (CSJ 2523-01-023) Owner: TxDOT Contact: William Babbington, P.E. 409.978.2500 Contract Amount: $1,739.593.07 Completed: May 2012 Project: Galveston County — FM 3006 (CSJ 0051-09-026) Owner: TxDOT Contact: William Babbington, P.E. 409.978.2500 Contract Amount: $1,250,573.59 Completed: May 2012 Project: On -Call Asphalt Overlay & Base Repair Owner: Harris County, Precinct 2 Contact: Aaron Lopez, P.E. 713.755.5370 Contract Amount: $1,000,000.00 Completed: May 2012 Project: Jacinto City Road Rehabilitation Owner: Harris County, Precinct 2 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $941,435.60 Completed: May 2012 Project: Orange County — IH 10 (CSJ 6237-63-001) Owner: TxDOT Contact: Chris Caron, P.E. 409.924.6523 Contract Amount: $971,423.62 Completed: May 2012 Project: Barge Dock Pavement Rehabilitation Project Owner: Chambers County Improvement District No. 1 Contact: Bob Boozer, P.E. 713.869.2402 Contract Amount: $245,500.00 Completed: May 2012 Project: Kuykendahl Road Improvements, Phase 1—Segment A Owner: Harris County, Precinct 4 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $3,735,537.65 Completed: April 2012 Project: Caldwell County — FM 713 (CSJ 0806-03-019) Owner: TxDOT Contact: Roy Dill, P.E. 512.321.2195 Contract Amount: $2,318,284.47 Completed: April 2012 Page 9 of 22 Project: Montgomery County — SH 242, Etc. (CSJ 3638-01-040) Owner: TxDOT Contact: Richard Brown, P.E. 936.538.3300 Contract Amount: $1,181,506.26 Completed: April 2012 Project: On -Call Labor $ Equipment Services Owner: Harris County, Precinct 2 Contact: Aaron Lopez, P.E. 713.755.5370 Contract Amount: $1,000,000.00 Completed: April 2012 Project: Kilgore Parkway, Segment 2A Owner: Grand Parkway/Kilgore Parkway, L.P. obo Chambers County Improvement District #3 Contact: Christopher Neil, P.E. 713.777.5337 Contract Amount: $567,549.34 Completed: April 2012 Project: Hays County — RM 12 (CSJ 0683-05-010) Owner: TxDOT Contact: Don Nyland, P.E. 512.282.2113 Contract Amount: $341,063.74 Completed: April 2012 Project: Liberty County —SH 146 (CSJ 0389-01-041) Owner: TxDOT Contact: Cory Taylor, P.E. 936.336.2244 Contract Amount: $10,575,594.55 Completed: March 2012 Project: Montgomery County — FM 1488 (CSJ 0523-09-019) Owner: TxDOT Contact: Richard Brown, P.E. 936.538.3300 Contract Amount: $2,033,630.27 Completed: March 2012 Project: Harris County — IH 45 (CSJ 0500-03-664) Owner: TxDOT Contact: Doug Stephens, P.E. 281.319.6400 Contract Amount: $1,899,801.43 Completed: February 2012 Project: Kuykendahl Road, Segments "A" Owner: Harris County, Precinct 4 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $9,085,262.82 Completed: January 2012 Page 10 of 22 Project: Pinehurst Sanitary Sewer & Drainage Improvements Owner: City of Baytown Contact: Brent Costlow 281.422.8281 Contract Amount: $5.495,952.42 Completed: January 2012 Project: Cypress Rose Hill Road Owner: Harris County, Precinct 3 Contact: Rich Elwood, Director PID-CPD 713.765.8381 Contract Amount: $2,700,511.65 Completed: January 2012 Project: Caldwell County, Etc. — FM 86 (CSJ 0571-02-033, Etc.) Owner: TxDOT Contact: Roy Dill, P.E. 512.321.2195 Contract Amount: $2,689,399.72 Completed: January 2012 Project: Montgomery County — FM 1314 (CSJ 1986-01-060) Owner: TxDOT Contact: Richard Brown, P.E. 903.538.3300 Contract Amount: $1,806,428.18 Completed: January 2012 Project: Liberty County — SH 146 (CSJ 0389-01-036) Owner: TxDOT Contact: Cory Taylor, P.E. 936.336.2244 Contract Amount: $11,450,611.27 Completed: December 2011 Project: Autumn Lakes, Section 4 Owner: Lingo Properties, Inc. Contact: Tracy Goza 832.736.9600 Contract Amount: $1,839.089.66 Completed: December 2011 Project: Brazoria County — FM 655 (CSJ 6226-53-001) Owner: TxDOT Contact: Eliza Paul, P.E. 979.864.8500 Contract Amount: $1,361,026.05 Completed: December 2011 Project: IPSCO/Koppel Stockpile Removal Owner: IPSCO/Koppel Contact: Bob Arceneaux 281.383.5002 Contract Amount: $675,000.00 Completed: December 2011 Project: Brittmoore Road Paving & Drainage Owner: City of Houston Contact: Jeff Masek, P.E. 832.395.2387 Contract Amount: $9,413,053.00 Completed: November 2011 Page 11 of 22 Project: Jackson County — US 69 (CSJ 0089-04-074, Etc.) Owner: TxDOT Contact: Randy Bena, P.E. 361.573.9251 Contract Amount: $7,479,958.90 Completed: November 2011 Project: Thompson Road Owner: Harris County, Precinct 2 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $6,989,096.35 Completed: November 2011 Project: Willow Draw Addition, Section 1 Owner: WDL Development, LP Contact: Dean Lawther 281.479.2326 Contract Amount: $1,433,457.76 Completed: November 2011 Project: Kuykendahl Road, Segment "B" Owner: Harris County, Precinct 4 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $5,215,086.85 Completed: October 2011 Project: Harris County — FM 1960 (CSJ 1685-01-094) Owner: TxDOT Contact: Jesse Garcia, P.E. 713.934.5900 Contract Amount: $3,815,043.40 Completed: October 2011 Project: City of Baytown 2007 Street Bond Program — Year 2 Owner: City of Baytown Contact: Brent Costlow 281.422.8281 Contract Amount: $3,425,445.99 Completed: October 2011 Project: Austin County — FM 159 (CSJ 0409-01-030) Owner: TxDOT Contact: Mark Wooldridge, P.E. 979.532.3141 Contract Amount: $2,605,096.84 Completed: October 2011 Project: Generic Citywide Overlay Package #14 Owner: City of Houston Contact: Jeff Masek, P.E. 832.395.2387 Contract Amount: $2,595,250.00 Completed: October 2011 Project: Travis County — IH 36 (CSJ 6212-97-001) Owner: TxDOT Contact: Terry McCoy, P.E. 512.997.2200 Contract Amount: $1,458,471.86 Completed: October 2011 Page 12 of 22 Project: Harris County — FM 1959 (CSJ 1844-01-026) Owner: TxDOT Contact: Jeff Volk, P.E. 281.464.5500 Contract Amount: $654.428.58 Completed: October 2011 Project: Travis County — Loop 1 (2010 Ladybird Lake) (CSJ 3136-01-167) Owner: TxDOT Contact: Terry McCoy, P.E. 512.832.9599 Contract Amount: $3,569,638.87 Completed: September 2011 Project: Kuykendahl Road Improvements, Phase 1—Segment B Owner: Harris County, Precinct 4 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $1,389,006.75 Completed: September 2011 Project: Mueschke Road Owner: Harris County, Precinct 3 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $5.809,240.90 Completed: August 2011 Project: ARRA Local Rehabilitation Project (N-001037-0060-4) Owner: City of Houston Contact: Dotun Ogundare, P.M. 832.395.2389 Contract Amount: $2,526,075.50 Completed: July 2011 Project: San Jacinto College Central Campus —Cunningham Dr. Owner: San Jacinto College District Contact: Garett Wheaton, P.M., SpawGlass 281.970.5300 Contract Amount: $775,022.98 Completed: July 2011 Project: Liberty County — SH 105 (CSJ 0338-12-001) Owner: TxDOT Contact: Cory Taylor, P.E. 936.336.2244 Contract Amount: $13,037,950.00 Completed: June 2011 Project: Harris County — FM 626 (CSJ 0980-02-017) Owner: TxDOT Contact: Jeff Volk, P.E. 281.464.5500 Contract Amount: $1,291,158.39 Completed: June 2011 Page 13 of 22 Project: Bexar County — IH 410 (CSJ 6193-71-001) Owner: TxDOT Contact: Michael Acosta, P.E. 210.663.1401 Contract Amount: $906,947.51 Completed: June 2011 Project: Fort Bend County — US 59 (CSJ 0089-09-079) Owner: TxDOT Contact: James Hunt, P.E. 281.238.7900 Contract Amount: $4,982,703.72 Completed: May.2011 Project: Howell-Sugarland Road Owner: Harris County, Precinct 3 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $1,828.154.75 Completed: May 2011 Project: Fairmont Park East — Fleetwood Drive Owner: City of La Porte Contact: Don Pennell, Asst. Public Works Director 281.471.9650 Contract Amount: $1,797,380.00 Completed: May 2011 Project: Little Cedar Bayou Park Improvements Owner: City of La Porte Contact: Don Pennell, Asst. Public Works Director 281.471.9650 Contract Amount: $237,240.00 Completed: May 2011 Project: Liberty County — FM 1011 (CSJ 1146.02-019) Owner: TxDOT Contact: Cory Taylor, P.E. 936.336.2244 Contract Amount: $1,173,560.08 Completed: April 2011 Project: Galveston County —SH 87 (CSJ 0061-04-060) Owner: TxDOT Contact: William P. Babbington, P.E. 409.978.2500 Contract Amount: $3,027,112.82 Completed: February 2011 Project: Walker Co. — IH 45 (CSJ 0675-07-065) Owner: Contact: TxDOT David Stephens, P.E. 936.295.3462 Contract Amount: $10,102,410.00 Completed: January 2011 Project: Fayette County — IH 10 (CSJ 0536-07-046) Owner: Contact: TxDOT James Ivy, P.E. 979.968.8333 Contract Amount: $3,967,368.97 Completed: January 2011 Page 14 of 22 Project: Cedar Drive Improvements — IH 45 to SH 3 Owner: City of La Marque Contact: Charles W. Beere 713.450.1300 Contract Amount: $3,431,383.00 Completed: January 2011 Project: Will Clayton Parkway, Segment B Owner: Harris County, Precinct 4 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $1,965,856.00 Completed: January 2011 Project: IPSCO/Koppell Lift Station & Force Main Owner: IPSCO/Koppell Contact: Bob Arceneaux 281.383.5002 Contract Amount: $245,353.00 Completed: January 2011 Project: San Jacinto College Central — Paving & Drainage Owner: San Jacinto College District Contact: Frank Rizzo 281.741.0279 Contract Amount: $8.722,668.00 Completed: December 2010 Project: Hurricane Ike/Dolly Reclaim & Overlay Owner: Chambers County Contact: Don Brandon, P.E. 409.267.2709 Contract Amount: $1,641,181.00 Completed: December 2010 Project: Sedona, Section 2 Owner: Lingo Properties, Inc. Contact: Tracy Goza 832.736.9600 Contract Amount: $3,034,809.00 Completed: November 2010 Project: Wade Road Camp Area Owner: Harris County, Precinct 2 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $2,745,953.50 Completed: November 2010 Project: Spring Camp Area Owner: Harris County, Precinct 4 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $2,686,675.00 Completed: November 2010 Project: Harris County — SH 35 (CSJ 0178-01-034) Owner: TxDOT Contact: Gregory A. Ranft, P.E. 713.934.5900 Contract Amount: $2,044,953.00 Completed: November 2010 Page 15 of 22 Project: 2010 Multiple Street Base Repair & Overlay Owner: City of La Porte Contact: Don Pennell, Asst. Pucblic Works Director 281.471.9650 Contract Amount: $664,958.02 Completed: November 2010 Project: Austin County — FM 1093 (CSJ 1258-01-021) Owner: TxDOT Contact: Mark Wooldridge, P.E. 979.532.3141 Contract Amount: $2,543,607.78 Completed: October 2010 Project: Sens Road Sanitary Sewer & Water Line Owner: City of La Porte Contact: Don Pennell, Asst. Public Works Director 281.471.9650 Contract Amount: $1,687,666.90 Completed: October 2010 Project: Galveston County — FM 3005 (CSJ 0051-09-023) Owner: TxDOT Contact: William Babbington, P.E. 409.978.2500 Contract Amount: $3,866,866.00 Completed: September 2010 Project: Vista Road Drainage Improvements Owner: City Of Pasadena Contact: Mark Gardemal, P.E. 713.475.7835 Contract Amount: $2,296,042.00 Completed: September 2010 Project: Generic Overlay #13 — Asphalt Paving Owner: City of Houston Contact: Jeff Masek, P.E. 832.395.2387 Contract Amount: $4,513,654.00 Completed: July 2010 Project: Atascosa County — IH 37 (CSJ 0073-10-046) Owner: TxDOT Contact: Carl Friesenhahn, P.E. 830.741.6607 Contract Amount: $3,684,661.20 Completed: July 2010 Project: Harris County — FM 865 (CSJ 0976-01-033) Owner: TxDOT Contact: Jeff Volk, P.E. 281.464.5500 Contract Amount: $1,982,770.26 Completed: July 2010 Project: Kluge Road Paving & Drainage Owner: Harris County, Precinct 3 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $1,391,225.00 Completed: July 2010 Page 16 of 22 Project: Creekside Village, Section 6 Owner: LGI Homes, Ltd. Contact: James Rayburn 281.414.4677 Contract Amount: $376,807.80 Completed: July 2010 Project: Galveston County — SH 87 (CSJ 0367-02-073) Owner: TxDOT Contact: William Babbington, P.E. 409.978.2500 Contract Amount: $6,167,954.73 Completed: June 2010 Project: Katy -Fort Bend Road Owner: Harris County, Precinct 3 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $3,379,371.00 Completed: June 2010 Project: Baytown 2008 Mill & Overlay Owner: City of Baytown Contact: Brent Costlow 281.420.7119 Contract Amount: $1,500,000.00 Completed: June 2010 Project: Southfork, Section 8 Owner: Lingo Properties, Inc. Contact: Tracy Goza 832.736.9600 Contract Amount: $1,399,417.35 Completed: May 2010 Project: Scarborough Lane Owner: Harris County, Precinct 2 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $2,237,654.00 Completed: April 2010 Project: Cypress Rose Hill Owner: Harris County, Precinct 3 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $4,378,234.05 Completed: March 2010 Project: El Dorado Boulevard Paving & Utilities Owner: Harris County, Precinct 1 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $4,485,809.00 Completed: February 2010 Page 17 of 22 Project: White Heather Paving & Drainage Improvements, Section 1 Owner: City Of Houston Contact: Jeff Masek, P.E. 832.395.2387 Contract Amount: $8,786,305.00 Completed: February 2010 Project: 2007 Street Bond Program — Paving & Utilities Owner: City of Baytown Contact: Brent Costlow 281.420.7119 Contract Amount: $3,969,187.00 Completed: January 2010 Project: Intersection improvement— Priority Corridor#12 Owner: Harris County,. Precinct 4 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $4,287,988.00 Completed: December 2009 Project: Caldwell County — SH 80 (CSJ 0286-02-028) Owner: TxDOT Contact: Daniel L. Smith, P.E. 512.321.2195 Contract Amount: $3,794,305.00 Completed: December 2009 Project: Tuckerton Road Paving & Drainage Job Nos. 0910232 & 0910231 Owner: Harris County, Precinct 3 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $1,584.399.40 Completed: December 2009 Project: Brazoria County —SH 35 (CSJ 0178-03-138) Owner: TxDOT Contact: Lawrence J. Heckathorn, P.E. 979.864.8500 Contract Amount: $3,249,463.61 Completed: November 2009 Project: Valley Brook & Antrim Lane Concrete Paving & Waterline Owner: City of La Porte Contact: Don Pennell, Asst. Public Works Director 281.471.9650 Contract Amount: $667,588.75 Completed: November 2009 Project: Bexar County — IH 10 (CSJ 0026-02-188) Owner: TxDOT Contact: Gina Gallegos, P.E. 210.633.1401 Contract Amount: $2,927,910.32 Completed: October 2009 Page 18 of 22 Project: Varner Creek Utility District Street Improvements Owner: Varner Creek Utility District Contact: Herb Smith, P.E. 979.849.6681 Contract Amount: $1,712,000.00 Completed: October 2009 Project: Travis County — Loop 1 JCSJ 3136-01-162) Owner: TxDOT Contact: Terry McCoy, P.E. 512.832.9599 Contract Amount: $1,702,094.00 Completed: October 2009 Project: Woodforest Paving & Drainage Improvements Owner: Harris County, Precinct 2 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $4,641,690.00 Completed: September 2009 Project: Memorial Sports Complex Paving & Utilities Owner: Goose Creek CISD Contact: Al Busch 281.428.2094 Contract Amount: $1,141,480.00 Completed: September 2009 Project: Skinner Road Paving & Drainage Owner: Harris County, Precinct 3 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $2,038.392.00 Completed: August 2009 Project: City of La Porte 2009 Asphalt Overlay Owner: City of La Porte Contact: Don Pennell, Asst. Public Works Director 281.471.9650 Contract Amount: $799,000.00 Completed: July 2009 Project: Paving & Drainage Improvements - Broadway Street Owner: Shadow Creek Ranch Development Contact: James D Ross, P.E. 713.953.5096 Contract Amount: $3,234,847.00 Completed: June 2009 Project: Dayton Library & Community Center Infrastructure Owner: City of Dayton Contact: Ronald Becker, P.E. 979.836.7937 Contract Amount: $1,476,682.00 Completed: March 2009 Project: Kilgore Road & Bob Smith Road Paving & Utilities Owner: City of Baytown Contact: Brent Cosllow 281.420.7119 Contract Amount: $3,521,237.00 Completed: February 2009 Page 19 of 22 Project: IPSCO-Koppel Site Development Owner: IPSCO-Koppel Contact: Bob Arceneaux 281.383.5002 Contract Amount: $4,096,677.00 Completed: December 2008 Project: Cullen Park Estates Paving & Utilities Owner: Cullen Park Partners, LTD. Contact: Jason Christian, P.E. 281.309.9100 Contract Amount: $992,966.00 Completed: December 2008 Project: San Jacinto County — FM 1725 Asphalt Paving Owner: TxDOT Contact: Kevin Harbuck, P.E. 936.327.8981 Contract Amount: $6,269,055.00 Completed: November 2008 Project: Harris County — FM 1960 (CSJ 1686-03-084) Owner: TxDOT Contact: Douglas G. Stephens, P.E. 281.319.6400 Contract Amount: $3,073,385.00 Completed: November 2008 Project: Angleton -Downing Road Paving & Utilities Owner: City of Angleton Contact: Herbert Smith, P.E. 713.222.7451 Contract Amount: $1,519.214.00 Completed: November 2008 Project: Seabrook 2008 Asphalt Overlay Owner: City of Seabrook Contact: Arthur Chairez, Director of Public Works 281.474.3286 Contract Amount: $666.803.00 Completed: November 2008 Project: Liberty County — US 90 (CSJ 0028-03-099) Owner: TxDOT Contact: Stephen Gbur, P.E. 936.336.2244 Contract Amount: $9,781,393.00 Completed: October 2008 Project: Harris County — FM 2920 Owner: TxDOT Contact: Douglas G. Stephens, P.E. 281.319.6400 Contract Amount: $7.203,509.00 Completed: October 2008 Project: Alvin Crossing Retail Center— Paving & Utilities Owner: BCD Ventures Contact: Tony Wells 281.427.7990 Contract Amount: $671,625.00 Completed: October 2008 Page 20 of 22 Project: Polk County — FM 1276, Etc. Owner: TxDOT Contact: Kevin L. Harbuck, P.E. 936.327.8981 Contract Amount: $8,991,879.00 Completed: September 2008 Project: Sunrise Meadows, Section 4 — Paving & Utilities Owner: LGI Homes, Ltd. Contact: James Rayburn 281.362.8998 Contract Amount: $2,050,519.97 Completed: September 2008 Project: US 290 Asphalt Paving Owner: TxDOT Contact: Greg Ranft, P.E. 713.934.5900 Contract Amount: $5.252,715.00 Completed: August 2008 Project: Sedona Subdivision Paving & Utilities Owner: Lingo Properties, Inc. Contact: Tracy Goza 832.736.9600 Contract Amount: $5.328,222.00 Completed: July 2008 Project: Kuykendahl Road Improvements Owner: Harris County, Precinct 4 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $4,822,818.00 Completed: July 2008 Project: Rayford Road Rehabilitation Owner: Montgomery County Contact: Mark Mooney, P.E. 936.539.7833 Contract Amount: $3,496,997.00 Completed: July 2008 Project: Harris County — CS (Barbours Cut Boulevard) Owner: TxDOT Contact: Maureen M. Wakeland, P.E. 281.464.5500 Contract Amount: $12,990,000.00 Completed: June 2008 Project: Bayview Sanitary Sewer Owner: City of Seabrook Contact: Arthur Chairez, Director of Public Works 281.474.3286 Contract Amount: $1,444,464.00 Completed: May 2008 Project: Harris County — SH 6 Owner: TxDOT Contact: Gregory A. Ranft, P.E. 281.319.6400 Contract Amount: $5,236,513.51 Completed: March 2008 Page 21 of 22 Project: Cedar Bayou Marine Terminal Owner: Chambers County Improvement District #1 Contact: Joe Urey 713.455.8457 Contract Amount: $4,618,000.00 Completed: March 2008 Project: Generic Overlay #10 Owner: City of Houston Contact: Jeff Masek, P.E. 832.395.23B7 Contract Amount: $4,444,890.00 Completed: March 2008 Project: Baytown 2007 Mill and Overlay Owner: City of Baytown Contact: Brent Costlow 281.420.7119 Contract Amount: $1,500,000.00 Completed: March 2008 Project: Chambers County — FM 1405 Asphalt Paving Owner: TxDOT Contact: Stephen Gbur, P.E. 936.336.2244 Contract Amount: $7,496,170.00 Completed: February 2008 Project: Chambers County — FM 666 & FM 2364 Asphalt Paving Owner: TxDOT Contact: Stephen Gbur, P.E. 936.336.2244 Contract Amount: $5,830,089.00 Completed: February 2008 Project: Chambers County — SH 65 Asphalt Paving Owner: TxDOT Contact: Stephen Gbur, P.E. 936.336.2244 Contract Amount: $5,361,499.00 Completed: February 2008 Project: Liberty County — US 90 Asphalt Paving Owner: TxDOT Contact: Stephen Gbur, P.E. 936.336.2244 Contract Amount: $5,611,625.00 Completed: January 2008 Project: Aldine -Westfield Road Paving & Drainage Owner: Harris County, Precinct 4 Contact: Rich Elwood, Director PID-CPD 713.755.8381 Contract Amount: $5.256,817.00 Completed: January 2008 Project: Montgomery County — FM 2090 Owner: TxDOT Contact: Karen G. Baker, P.E. 936.538.3300 Contract Amount: $3.175,608.00 Completed: January 2008 Page 22 of 22 EXHIBIT "C" EQUIPMENT LIST EQPT. # EQUIPMENT DESCRIPTION SERIAL # CT12 CATERPILLAR 06H DOZER 3ZF4379 CT13 CATERPILLAR D6H DOZER 4RC04259 CT16 CATERPILLAR D3C DOZER 6SL02366 CT17 CATERPILLAR D6H DOZER 3ZF06418 CT19 JOHN DEERE 550G DOZER 830579 CT21 CATERPILLAR D6H DOZER 9KJ00944 CT22 CATERPILLAR D6R DOZER 5LN1322 CT23 JOHN DEERE 550H DOZER 877255 CT24 JOHN DEERE 450H DOZER 893257 CT25 CATERPILLAR D6R DOZER 9PN01196 CT26 CATERPILLAR DOR DOZER 9PN1695 CT27 CATERPILLAR D6R DOZER ADE00284 CT31 JOHN DEERE 700J DOZER T0700JX110171 CT33 CATERPILLAR D6RXW DOZER AEP00541 CT34 CATERPILLAR D6RXW DOZER AEP00542 CT35 CATERPILLAR DSGXL DOZER WGB02408 CT36 CATERPILLAR D4GXL DOZER HYD00883 CT37 KOMATSU D65PX-15 DOZER 67603 CT38 KOMATSU D65PX-15 DOZER 69525 CT39 JOHN DEERE 700J DOZER T0700JX137410 CT40 JOHN DEERE 700J DOZER T0700JX136487 CT41 CATERPILLAR D6RLGP DOZER WRG00460 CT42 ICATERPILLAR D6R DOZER WRG00463 CT43 ICATERPILLAR D6R DOZER MRT00478 CT44 ICATERPILLAR D5G DOZER RKG03187 CT45 IJOHN DEERE 650J DOZER T0650JX150117 CT46 JOHN DEERE 650J DOZER T0650JX141682 CT47 CATERPILLAR 06N DOZER DJY01092 CT48 KOMATSU 031 EX-22 DOZER 60165 CT49 KOMATSU D37EX-22 DOZER 60031 CT50 KOMATSU D39EX-22 DOZER 3082 CT61 JOHN DEERE 700J DOZER 174954 CT52 KOMATSU D51 PX-22 DOZER 51BI1540 CT53 IJOHN DEERE 650J DOZER T0650JX178232 CT54 JOHN DEERE 650J DOZER T0650JX778257 CT55 CATERPILLAR D6K DOZER TOOD6KCFBHO1424 CT56 JOHN DEERE 700K DOZER T0700KXCCE233877 CT57 JOHN DEERE 700K DOZER T0700KXVCE236019 GPS1 WDS GPS BASE STATION 4620152918 MGS ICATERPILLAR 140G MOTORGRADER 72V7847 MG7 CATERPILLAR 12G MOTORGRADER SIM11817 MG8 CATERPILLAR 120G MOTORGRADER 67V9273 MG9 CATERPILLAR 12G MOTORGRADER 61M12964 MG10 CATERPILLAR 12G MOTORGRADER 61M15085 EQPT.0 EQUIPMENT DESCRIPTION SERIAL# MG12 CATERPILLAR 12G MOTORGRADER 61M16061 MG14 ® JOHN DEERE 670E MOTORGRADER 559286 MG15 CATERPILLAR 140H MOTORGRADER 2ZKO2697 MG17 CATERPILLAR 140H MOTORGRADER 2ZKO7906 MG19 CATERPILLAR 12H MOTORGRADER 4XM01727 MG20 CATERPILLAR 12H MOTORGRADER 4XM02300 MG21 ICATERPILLAR 12H MOTORGRADER AMZ00403 MG22 ICATERPILLAR 12H MOTORGRADER AMZ00413 MG23 ILEEBOY 785 MOTORGRADER 47466 MG24 CATERPILLAR 12H MOTORGRADER AMZ00552 MG25 CATERPILLAR 12H MOTORGRADER CCBKO0650 MG26 CATERPILLAR 140M MOTORGRADER 139M00154 MG27 CATERPILLAR 12H MOTORGRADER PCBKO1008 MG28 CATERPILLAR 12H MOTORGRADER KCBK01012 MG29 CATERPILLAR 12M MOTORGRADER B9R00048 MG30 JOHN DEERE 672G MOTORGRADER XJBE638381 PM4 CATERPILLAR MIXER SS250 6DD00357 PM6 CMI MIXER RS500C 531396 PM8 TEREX RS600 MIXER 565131 PM9 CMI MIXER RS600C 665148 PM10 WIRTGEN WR2400 MILLING MACHINE OSWROO58 PM11 TEREX RS600C MIXER 565170 PM12 BOMAG MPH122-2 101590061016 PM13 ICATERPILLAR MIXER RM-300 KBWR00586 CH12 ICATERPILLAR 330 EXCAVATOR DKY00800 CH14 IJOHN DEERE 330C EXCAVATOR FF330CX083066 CH15 JOHN DEERE330C EXCAVATOR FF330CX083058 CH16 JOHN DEERE 200C EXCAVATOR FF200CX505548 CH17 CATERPILLAR 345CL EXCAVATOR PJW00616 CH18 CATERPILLAR 330CL EXCAVATOR OKDO01429 CH19 CATERPILLAR 320CL EXCAVATOR PAB05541 CH20 CATERPILLAR 330CL EXCAVATOR OGKX00318 CH21 CATERPILLAR 330DE EXCAVATOR EB6HO0349 CH22 CATERPILLAR 330DL EXCAVATOR P1361-100310 CH23 CATERPILLAR 330D EXCAVATOR MWP01169 GH24 CATERPILLAR 345C EXCAVATOR DHP00421 CH26 CATERPILLAR 345CL EXCAVATOR OPJW02026 CH27 CATERPILLAR 345C EXCAVATOR PJW02278 CH28 JOHN DEERE 350DLC EXCAVATOR FF350DX806761 GH29 CATERPILLAR 336DL EXCAVATOR W31<00570 CH30 CATERPILLAR 320DL EXCAVATOR XGKO0418 CH31 ICATERPILLAR 336 DL EXCAVATOR W31<01050 CH32 CATERPILLAR 320D EXCAVATOR XCK00417 CH33 JOHN DEERE 450D EXCAVATOR FF450DX913718 CH34 JOHN DEERE 200D EXCAVATOR FF200DX511715 CH35 CATERPILLAR 336 EXCAVATOR BZY00303 CH36 JOHN DEERE 200D EXCAVATOR FF200OXHBD513007 CH37 CATERPILLAR 329DL EXCAVATOR WLT00374 EQPT. # I EQUIPMENT DESCRIPTION' SERIAL # CH38 ICATERPILLAR 320EL EXCAVATOR TFX00222 CH39 CATERPILLAR 329E EXCAVATOR W00602 MM4 WIRTGEN BASE MACHINE W2100 9-21-0054 MM5 W2200 BASE MACHINE 6-21.0147 MM6 WIRTGEN BASE MACHINE W2100 0921150094240-152 MM7 WIRTGEN BASE MACHINE W2200 8-21-0225 M918 WIRTGEN BASE MACHINE W1200 7-10-0844-2484 MM9 WIRTGEN BASE MACHINE W1200 7-10.0970-2520 MM10 WIRTGEN BASE MACHINE W600 7-05.0369 MM11 ROADTEC MILLING MACHINE RX700-4 RX700-4X185 MM12 WIRTGEN BASE MACHINE W1200 08-100-231 MM13 ROADTEC RX900 RX900-4-258 MM14 ROADTEC RX700 RX-70044215 MM15 ROADTEC RX700E4 RX700E-4X2005 RTH9 JOHN DEERE 310E LOADER 879486 RTH10 JOHN DEERE 310G LOADER 893094 RTH12 JOHN DEERE 31OSG LOADER 936172 RTH13 lJOHN DEERE 31OSG LOADER 936178 RTH15 ICATERPILLAR 416D LOADER BFP014293 RTH18 ICATERPILLAR 420D LOADER FDP24744 RTH17 JOHN DEERE 31OG LOADER T03106X953434 RTH18 JOHN DEERE 31OG LOADER T03106X953437 RTH19 JOHN DEERE 310SJ LOADER T0310SJ148119 RTH2O JOHN DEERE 310SJ LOADER T0310SJ148127 RTH21 JOHN DEERE 310SJ LOADER T0310SJ148233 RTH22 JOHN DEERE 310SJ LOADER T0310SJ152590 RTH24 JOHN DEERE 310SJ LOADER 1T0310SJTA0184482 RTH25 JOHN DEERE 310SJ LOADER 1T0310SJVA0184490 RTH28 IJOHN DEERE 310SJ LOADER 1T0310SJEA0184494 RTH27 IJOHN DEERE 310SJ LOADER 1T0310SJKA0190690 RTH28 JOHN DEERE 310SJ LOADER 1T0310SJKBO200054 RTH29 lJOHN DEERE 310SJ LOADER 1T0310SJKA0194156 RTH30 IJOHN DEERE 310SJ LOADER 1T0310SJVA0194226 RTH31 JOHN DEERE 310SK LOADER 1T0310SKKCE221810 RTH32 JOHN DEERE 310SK LOADER 1T0310SKVCE221908 RTH33 JOHN DEERE 310SK LOADER 1T0310SKECE225818 GA4 GRADALL XL4100 EXCAVATOR 4100081 GA5 GRADALL XL4100 EXCAVATOR 210018060 GAB GRADALL XL4100 EXCAVATOR 4100000381 GA7 GRADALL XL-4100 EXCAVATOR 4100900375 S5 CHALLENGER MT835SCRAPER BDS30474 S6 CHALLENGER 75E SCRAPER 6HS00916 S7 CATERPILLAR 613C SCRAPER 8U03108 WT2 KLEIN KPT120 WATER TOWER 38284C WW2 CAT 613CII WATER WAGON 81-J02349 EQPT. # I EQUIPMENT DESCRIPTION SERIAL # CP2 IGROVE RT745 CHERRY PICKER 69893 L9 IJOHN DEERE 544H WHEEL LOADER 562973 1-11 IJOHN DEERE 544H WHEEL LOADER 568201 L12 JOHN DEERE 544H WHEEL LOADER 568576 L13 JOHN DEERE 544H WHEEL LOADER 573294 L15 JOHN DEERE 544H WHEEL LOADER DW544HX583477 L16 JOHN DEERE 444H WHEEL LOADER DW444RX686960 L17 JOHN DEERE 544H WHEEL LOADER DW544HX586721 L18 JOHN DEERE 544H WHEEL LOADER DW5441-1588172 L19 JOHN DEERE 544H WHEEL LOADER DW544HX588246 L20 JOHN DEERE 444H WHEEL LOADER DW444HX589002 L21 IJOHN DEERE 544J WHEEL LOADER DW544JXZ592622 L22 IJOHN DEERE 544J WHEEL LOADER DW544JXZ592623 L23 IJOHN DEERE 544J WHEEL LOADER DW544JZ697905 L24 IJOHN DEERE 544J WHEEL LOADER DW544JZ597909 L25 JOHN DEERE 544J WHEEL LOADER DW544JZ604549 L26 JOHN DEERE 544J WHEEL LOADER OW644JZ605117 L27 JOHN DEERE 644J WHEEL LOADER DW644JZ607550 L28 JOHN DEERE 544J WHEEL LOADER OWS44JZ608207 L29 JOHN DEERE 544J WHEEL LOADER OW544JZ606396 L30 JOHN DEERE 544J WHEEL LOADER OW544JZ608726 L31 JOHN DEERE 544J WHEEL LOADER DW544JZ613194 L32 IJOHN DEERE 544K WHEEL LOADER DW544KZ628402 L33 JOHN DEERE 544K WHEEL LOADER OW544KZ626396 L34 JOHN DEERE 544J WHEEL LOADER DW544JZ611314 L35 JOHN DEERE 544K WHEEL LOADER DW544KZVBD638141 L36 JOHN DEERE 544K WHEEL LOADER DWS44KZABD638173 L37 JOHN DEERE 544 C8 INGERSOLL-RAND COMPACTOR 153127 co INGERSOLL-RAND COMPACTOR 156000 C10 INGERSOLL-RAND COMPACTOR 169301 Ctt INGERSOLL-RAND COMPACTOR 169411 C12 INGERSOLL-RAND COMPACTOR 176512 C13 INGERSOLL-RAND COMPACTOR 176505 C14 INGERSOLL-RAND SD45D COMPACTOR 185568 C15 INGERSOLL-RAND SD77FTF COMPACTOR 180372 C16 CATERPILLAR 815F COMPACTOR BKL01036 C17 INGERSOLL-RAND SD70F COMPACTOR 186096 C18 DYNAPAC CA150PD COMPACTOR 7332US5376 C19 DYNAPAC CA134PD COMPACTOR 8137US5181 MTH2 ROADTEC MATERIAL TRANSFER HOPPER SB-250OC-700 MTH3 ROADTEC MATERIAL TRANSFER HOPPER SB-2500C-770 MTH4 ROADTEC MATERIAL TRANSFER HOPPER SB-250OC-787 MTH5 ROADTEC MATERIAL TRANSFER HOPPER SB-2600DX938 MTH6 LINCOLN 770AXL WINDROW ELEVATOR 5012-7 MTH7 2011 LINCOLN 660AXL WINDROW ELEVATOR 6111/9002 MTH8 ROADTEC MATERIAL TRANSFER HOPPER SB-2500DX1216 EQPT. # EQUIPMENT DESCRIPTION SERIAL # MTH9 JROADTEC MATERIAL TRANSFER HOPPER SB-26OOE2028 SWR9 INGERSOLL-RAND OD130 COMPACTOR 155650 SWR10 INGERSOLL-RAND DD125 COMPACTOR 168162 SWR11 INGERSOLL-RAND DD24 COMPACTOR 168397 SWR12 INGERSOLL-RAND DD125 COMPACTOR 172080 SWR13 INGERSOLL-RAND DD30 COMPACTOR 170028 SWR14 INGERSOLL-RAND DD90 COMPACTOR 162858 SWR15 INGERSOLL-RAND DD138D COMPACTOR 181990 SWR16 INGERSOLL-RAND DD138HF COMPACTOR 182277 SWR17 INGERSOLL-RAND DD138HF COMPACTOR 184873 SWR18 INGERSOLL-RAND DD90 COMPACTOR 176791 SWR19 INGERSOLL-RAND DD24 COMPACTOR 190330 SWR20 INGERSOLL-RAND OD90 COMPACTOR 188288 SWR21 INGERSOLL-RAND DD24 COMPACTOR 192680 SWR22 INGERSOLL-RAND DO138HF COMPACTOR 191505 SWR23 INGERSOLL-RAND DD138HF COMPACTOR 192262 SWR26 INGERSOLL-RAND DD90 COMPACTOR 193739 SWR28 VOLVO DO138 COMPACTOR 198302 SWR29 IVOLVO DD22 COMPACTOR 197919 R30 VOLVO OD138HF COMPACTOR 201044 R31 DYNAPAC ROLLER CC624HF 384SO0445 R32 DYNAPAC ROLLER CC624HF 384SO0452 R33 I DYNAPAC ROLLER CC624HF 324EOA004643 R34 DYNAPAC ROLLER CC624HF 324KOA005104 R35 DYNAPAC ROLLER CC624HF 324JOA007341 R36 DYNAPAC ROLLER CC624HF 324LOA5676 R37 DYNAPAC ROLLER CC624HF 324COA008295 SWR38 IDYNAPAC ROLLER CC624HF 324POA010138 SWR39 DYNAPAC ROLLER CC624HF 324LOA010097 SWR40 DYNAPAC ROLLER CC624HF 324LOA010469 SWR41 DYNAPAC ROLLER CC624HF 324LOA010470 SWR42 DYNAPAC ROLLER CC624HF 2008 384SO0058 SWR43 DYNAPAC ROLLER CC522V 2007 61120570 PR7 SAKAITS600 ROLLER 010159 PR11 ICAT PSA50 PNEUMATIC ROLLER XR00524 PR12 INGERSOLL-RAND PNEUMATIC ROLLER 169010 PT240R PR13 ICAT PS-150 PNEUMATIC ROLLER 3XR00856 PR14 ICAT PS-150C PNEUMATIC ROLLER FPS00259 PR15 ICAT PS-150C PNEUMATIC ROLLER FPS00258 PR16 INGERSOLL-RAND PT-240R ROLLER 189698 PR17 PR18 INGERSOLL-RAND PT-240R ROLLER CAT PS-150C PNEUMATIC ROLLER 186609 FPS00599 PR19 CAT PS-150C PNEUMATIC ROLLER FPS00605 PR20 CAT PS-150C PNEUMATIC ROLLER FPS00621 PR21 VOLVO PT125R PNEUMATIC ROLLER 198925 PR22 VOLVO PT125R PNEUMATIC ROLLER 198510 PR23 VOLVO PT240RR PNEUMATIC ROLLER 195685 PR24 OLVO PT240RR PNEUMATIC ROLLER 1198012 EQPT. # 1 EQUIPMENT DESCRIPTION SERIAL # PR25 ICAT PS-150C PNEUMATIC ROLLER OFPS00966 PR28 ICAT PS-150C PNEUMATIC ROLLER OFPS00968 PR27 CAT PS-160C PNEUMATIC ROLLER OFPS00983 PR28 CAT PS-150C PNEUMATIC ROLLER OFPS00995 PR29 CAT PS-150C PNEUMATIC ROLLER VFPS01215 PR30 DYNAPAC ROLLER CP274 2011 502TOB001445 ST2 ELGIN BROOM SWEEPER H1528D ST3 ELGIN BROOM SWEEPER H1712D ST4 ELGIN BROOM SWEEPER H1951D STS 12007 TYMCO VACUUM BROOM 600BAH 2O0701SHP60568BAH STB IFRHTLRISCHWARZE CHASSIS SWEEPER 4UZACRDT7BCBA8843 PTt TRIPLE ROLLER TRTP255CD T255071028 PT2 GOMACO PLACER RTP-500 900700-042 PT3 GOMACO TEXTURE CURE TIC600 904400-154 B6 BROCE BROOM MODEL RJ300 88294 87 BROCE BROOM MODEL RJ350 88728 88 ROSCO CHALLENGER BROOM 37183 B15 IWALDEN SM250 BROOM 29634-012 B17 BROCE BROOM MODEL RJ350 404678 B18 BROCE BROOM MODEL FJ350 404590 B19 BROCE BROOM MODEL RJ350 404184 820 BROCE BROOM MODEL RJ350 404999 B21 BROCE BROOM MODEL RJ360 405000 B22 BROCE BROOM MODEL RJ350 405001 B23 BROCE BROOM MODEL RJ350 405311 B24 IBROCE BROOM MODEL RJ350 405358 B25 BROCE BROOM MODEL RJ350 405425 B26 BROCE BROOM MODEL RJ350 405426 627 BROCE BROOM MODEL RJ350 406485 B28 BROCE BROOM MODEL RJ350 406486 B29 BROCE BROOM MODEL RJ350 406203 B30 BROCE BROOM MODEL RJT350 406887 B31 BROCE BROOM MODEL RJT350 406889 B32 IBROCE BROOM MODEL RJT350 406888 B33 BROCE BROOM MODEL RJT350 407401 B34 BROCE BROOM MODEL RJT350 407402 B35 BROCE BROOM MODEL RJT350 407403 B36 BROCE BROOM MODEL RJT350 407399 B37 BROCE BROOM MODEL RJT350 407400 B38 BROCE BROOM MODEL RJT350 407507 B39 BROCE BROOM MODEL RJT350 407508 B40 BROCE BROOM MODEL RJT350 407505 B41 BROCE BROOM MODEL RJT350 407506 FL1 JOHN DEERE FORKLIFT 334819 FL2 JCB FORKLIFT SLP93002VE0682144 FL3 2004 CLAR ELECTRIC FORKLIFT EY885 0004-3990 EQPT. # EQUIPMENT DESCRIPTION SERIAL# FL4 2005 YALE PNEUMATIC TIRE FORKLIFT E813V031176C CPR1 ETNYRE CHIPSPREADER K5952 CPR2 ETNYRE CHIPSPREADER K6208 CPR3 BEARCAT CHIPSPREADER 173006 CPR4_ ETNYRE CHIPSPREADER K6505 CPR5 ETNYRE CHIPSPREADER K6681 AP4 BLAW-KNOX PAVER 3200 320030-81 AP6 BLAW-KNOX PAVER 3200 177039 AP7 BLAW-KNOX PAVER 3200 183494 AP8 BLAW-KNOX PAVER 3200 185009 AP9 BLAW-KNOX PAVER PF161 192216 AP10 BLAW-KNOW PAVER PF3200 191998 AP14 ROADTEC RP190 PAVER RP-190-306 AP15 ROADTEC RP170 PAVER RP170X112 AP16 ROADTEC SP-200 SPRAY PAVER SP200X120 AP17 ROADTEC RP-190 PAVER RP190X398 AP18 ROADTEC RP190 PAVER RP190X445 AP19 ROADTEC RP190 PAVER RP19OX436 AP20 VOLVO PF-6170 PAVER 375188 RWt BLAW-KNOX ROAD WIDENER 19527-26 RW2 BLAW-KNOX ROAD WIDENER RW195O 188894 RW3 BLAW-KNOX ROAD WIDENER RW195D '191596 RW4 BLAW-KNOX ROAD WIDENER RW195D 193274 DITCH WITCH MODEL 1020 1J1S85 AK4 KERA-130 ASPHALT KETTLE 13854 AK5 KERA-145 ASPHALT KETTLE 2M9KHD1T42H102012 AK6 KERA-145HD ASPHALT KETTLE 2M9KHD1T4AH102252 AK7 CIMLINE TACK KETTLE MODEL TK250T 1C921101XBM11931 AUGAR SPREADER GRADELIGHT LASER G70290 ICM 5L-352 LASER G00944 LASER MODEL 4700 47-15050 AC4 IATLAS COPCO AIR COMPRESSOR ARP329079 AC5 INGERSOLL-RAND AIR COMPRESSOR 253435UBF327 ACB INGERSOLL-RAND AIR COMPRESSOR 253439EBF439 AC7 INGERSOLL-RAND AIR COMPRESSOR 330703UFM295 AC8 INGERSOLL-RAND AIR COMPRESSOR 330702UFM295 AC10 SULLIVAN D185011JDAIR COMPRESSOR 27435 AC12 INGERSOLL-RAND AIR COMPRESSOR 346290UE0820 AC13 INGERSOLL-RAND AIR COMPRESSOR 4FVCABAA63U338584 H1 KENT HYDRORAM HAMMER KF27-127 EQPT. # EQUIPMENT DESCRIPTION SERIAL # SS7 CASE 60XT SKID STEER LOADER SS33586 SS2 BOBCAT S205 SKID STEER LOADER 530512354 COMPTON HYDRAULIC SCREED COMPTON SHAKER SCREED COMPTON SHAKER SCREED COMPTON SHAKER SCREED TS2 jCONCRETE SAW -GRACE EQPT. 405193U TS3 CONCRETE SAW -PRIME EQPT. 286888 TS4 CONCRETE SAW -RENTAL SERVICE 360204 TS6 CONCRETE SAW-HUSQVARNA 965165304 2 TRENCH BOXES OX20 N SERIES ROME DISK PLOW IOTAH1596 PB7 1980 AIR CURTAIN PIT BURNER 1.11.80-101790N 2000 GAL SKID STORAGE TANK 3125 GAL WATER SPRAY TANK COMPTON STEEL CONCRETE FORMS 3000 FT. 0 7.50 WATER SPRAY TANK 1500 GALLON 4674 J DEERE 2300 GENERATOR/ 2 STEEL PUMPS KAWASAKI PORTABLE GENERATOR 3PL146 WATER SPRAY TANK 1500 GALLON Au -96 HONDA WATER PUMP 5/97 W815CA1 OT2 1OFFICE TRAILER 8'X34' 830A978331 OT3 OFFICE TRAILER OT4 OFFICE TRAILER VX34' R0102 1978 SHOPMAKE FLAT TRAILER TR137425 CORMIER PIPE PULLER 9083 1980 LINCOLN ARC WELDER A-920124 ORT11 2005 VOLVO A25D OFF ROAD TRK A25DV72163 ORT12 2005 VOLVO A25D OFF ROAD TRK A26DV72164 ORT13 2005 VOLVO A25D OFF ROAD TRK A25DV72165 2005 VOLVO A25D OFF ROAD TRK A25DV72166 2007 VOLVO A25D OFF ROAD TRK A25DV72322 2007 VOLVO A25D OFF ROAD TRK A25DV72323 2007 VOLVO A25D OFF ROAD TRK A25DV72330 knRT21 2007 VOLVO A25D OFF ROAD TRK A25DV16115 2007 VOLVO A25D OFF ROAD TRK A25DV72324 2006 JOHN DEERE 250D OFF ROAD TRUCK DW250DT607702 2010 VOLVO A25E OFF ROAD TRUCK A25E73268 MB1 IMESSAGE BOARD 1000120031 MB3 MESSAGE BOARD 2001216991 MB6 MESSAGE BOARD 1000606042 MB7 MESSAGE BOARD 5010710 MB8 MESSAGE BOARD 5011106 M89 MESSAGE BOARD 5011105 MB10 MESSAGE BOARD 15290 EQPT. tl I EQUIPMENT DESCRIPTION SERIAL N MB11 ISOLARTECH MESSAGE BOARD 4GM2M15138409811 M1312 SOLARTECH MESSAGE BOARD 4GM2M751781409813 MB13 SOLARTECH MESSAGE BOARD 409885 MB14 SOLARTECH MESSAGE BOARD 409886 MB15 SOLARTECH MESSAGE BOARD 409887 MB16 SOLARTECH MESSAGE BOARD 409888 MB17 SOLARTECH MESSAGE BOARD 409889 MB18 SOLARTECH MESSAGE BOARD 409890 M819 SOLARTECH MESSAGE BOARD 409891 M820 SOLARTECH MESSAGE BOARD 406892 MB21 SOLARTECH MESSAGE BOARD 410671 MB22 SOLARTECH MESSAGE BOARD 410672 MB23 SOLARTECH MESSAGE BOARD 411021 MB24 SOLARTECH MESSAGE BOARD 411022 M825 SOLARTECH MESSAGE BOARD 411023 MB26 SOLARTECH MESSAGE BOARD 411024 MB27 SOLARTECH MESSAGE BOARD 411043 MB28 ISOLARTECH MESSAGE BOARD 411044 MB29 SOLARTECH MESSAGE BOARD 411045 MB30 SOLARTECH MESSAGE BOARD 411047 A81 ARROW BOARD 15LE0107031 AB2 ARROW BOARD 15LE0113031 A83 ARROW BOARD PQ15L00005 A134 ARROW BOARD AB0077 ABS IARROW BOARD A130061 A136 ARROW BOARD NO SERIAL AB13 ARROW BOARD 5FIlS101381000786 AB14 ARROW BOARD 5F11S101581000781 AB19 ARROW BOARD 524434 AB20 ARROW BOARD 524423 AB21 ARROW BOARD 524441 A822 ARROW BOARD 524426 A827 IARROW BOARD 524897 AB28 ARROW BOARD 524898 AB29 ARROW BOARD 524900 AB30 ARROW BOARD 524901 AB31 ARROW BOARD 524903 LP1 WACKER LIGHT TOWER 5231963 LP2 MAGNUM LIGHT TOWER 61699 LP3 MAGNUM LIGHT TOWER 62515 LP5 MAGNUM LIGHT TOWER 5AJLS16127B003879 LP6 IR LIGHTSOURCE LIGHT TOWER 339288UHN789 MI-2 JLG TELESCOPIC BOOM 300049875 HIGH SPEED PROFILER 800103 City of La Porte 3° Street Paving and Drainage Improvements Section 00050 Bid Bond Form k II STATE OF TEXAS § § SURETY'S NO. —NIA COUNTY OF HARRIS KNOW-ALL MEN BY THESE PRESENTS, THAT Angel Brothers Enterprises LTD (hereinafter called the Principal), as Principal and Liberty Mutual Fire Insurance (hereinafter called the Surety), as Surely, are bound unto the City of La Porte, Texas, a home rule municipal corporation of Harris County, Texas (hereinafter called Obligee) In the amount of Five Percent of the Greatest Dollars ($_IL GAB J, for the payment whereof said Principal Amount Bid and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a Bid to enter Into a certain written Contract with Obligee for Ird S Paving and Drainage Improvements NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully, enter Into such written Contract, then this obligation shall be void; otherwise to remain in full force and effect. IT IS EXPRESSLY UNDERSTOOD AND AGREED that if said Principal should withdraw Its Bid anytime after such Bid Is opened and before this Bid Bond Is returned or before bfficial rejection of such Bid; or, if successful in securing the award thereof, said Principal should fall to enter Into the Contract and furnish satisfactory Performance Bond and Payment Bond, and other required contract documents, the Obligee, In either of such events, shall be enlifled and is hereby given the right to collect the full amount of this Bid Bond as liquidated damages. 00050 - 1 City of La Porte Yd Street Paving and Drainage Improvements Section 00050 Bid Bond Form PROVIDED, further that If any legal action be filed upon this Bond, venue shall lie In Harris County, Texas. IN WITNESS WHEREOF, the said Principal and Surety do sign and seal this Instrument this 21 at day of October 20 13. Angel Brothers Enterprises LTD Ljjerty Mutual Fire Insurance Company 7 Principal/Contractor Surety By: f Q • %��2 By: " _ _ Address: P.O. Boa 570 Baytown T% 77522-0570 NOTE: Attach Power of Attorney Robert M. Overbey, Jr. Attorney in Fact Address: 8350 N. Central Expressway, Suite 850 76 r_5 r Dallas T% 75206 THIS.POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the asts.of those.namod heroin, and they have no authority to bind the Company except In the manner and to the extent herein stated. . 6174723 LIBERTY MUTUAL FIRE INSURANCE COMPANY '.: .. WAUSAU, WISCONSIN POWER OF.ATTORNEY . ... .. .. KNOW ALL PERSONS BY THESE PRESENTS That Liberty Mutual Fire Insurance Company (tha,Company'), a Wisconsin stock Insurance company, through Its Assistant Secretary, pursuant to and by authority Ol.the Board of Dlfsd4ora herelnatter: setTOilh, does hereby mcme, consUlute.and appoint .CAROLE, HOCK; ROSERT M. OVERSEY, JR.; SUZONNE D. LAWRENCE, ALL OF THE CITY OF HOUSTON,,STATE OF TEXAS ' ••••••••••••••••• each Individually if therebe more then one nemed,•Ils uue:ood lawful attomay-In-fact to make, execute, seal, acknowledge and deliver, for and on Its behalf as . swety and as Its act and dead, any and all undertakings, _bonds, recognlzances and other surety;obligatisuch onsend the execution of suunderiaNnps, bonds, racoghtzenoes and other surety obligations, in pursuance.of.thise presents, shall be is. binding upon Iheny .Compaas Ifthey hadOhs :been duN signed by president and .. :.:attested by the secretary of the Company In their own proper parsons. That this power Is made and execulad pursuant to and by. eulhorityof the fallowing Unanimous Consent and Vote,oLthe Board of Directors dated June 28, 2006 whereln, emeriti other things, It was; .That the Secret � ` , -authorized• � e •9 VOTED erY end each Assistant Secretary be, each of them Is, to execute powers of attorney quatifying the attorney named In the given power of attorney to execute on behalf of the Company surety undertakings, bonds, recognkzanoes and other surely :obllgations; and that the Secretary end each Assistant Secretary be, and each or any of them hereby Is, authorized to attest to the oxocution of any such power of attorney, and to affix thereto the corporate seal of the Company. . ^ c 'yj That the Resolution set forth above Is a rue copy thereof and Is now In full force and effect.. "'s "a I* IN WITNESS WHEREOF, this Power of Attorney has been subscdbed.by an aulhodzed.of eer or official of the Company and the corporate. seal. of '.nf w Liberty Muluat Fire Insurance Company has been affixed thereto in Ptymoulh Meeting, Pennsylvania this 201h day of June —_ O .2013 . . ..._ - Cl ,.. . .. d p���jQ1p"y7q :.LIBERTY MUTUAL FIRE INSURANCE COMPANY W je q natrnx,n� 5 O CL Byr+) yy��0 v DaAdy _Istant Secretary,,] y COMMONWEALTH OF PENNSYLVANIA. 'as ..� c COUNTY OF MONTGOMERY ..: .`. mOn this 20th ' day of Juno 2013 before me, a Notary Public, personally came David M. Carew, to me known, and a acknowledged that hats an Assistant Secretary of .Liberty Mutual Fire insurance Company; that he knows the seal of sold corporation; and that he :rn p exeauled.the above Power of.Attomey and affixed the corporate. seat of Llberty.Mulual Flro Insurance Company thereto With the authority and at *the Q direction of sold corporation, .. .es IN TESTIMONY WHERE O IthaYerttQr to subscribed my name and strafed my notarial seal at Plymouth Meeting, Pennsylvania, on the. day and year ; ' ) Mtabovewriiten... 4Q. y�odty F( OO>uao: VFiLLT or PENNSYwnran reie:t PmtMa, rrdsN N,C, pQ .,OF plfm rT P,MWtea CWnN By — .,OF $3 r c°mmaion . rb is aov . TerePaslella, Notary Public , . p qCqrr CERTIFICATE Q.LVP���p .',`::Hasa. aeasxv+,+uuwcv°wu o: poruvrs ..,. :: ( .. IGp all 7 I, the undersigned, an Aes 75 or Liberty, Mutual Fire Insurance Company, do hereby certify that the, original power of ettomey of which the cC N foregoing Is a full, We and con y, Is In full force:arid effeel on the -date of this ceNftcalo; and f;do further.cergly that the olflcer:or official Who .$ executed the sold power of ettomey was one of the officers or officials specialty authorized by the Board of Directors to appoint ottomerys,In-fac:as F l proldad In the Unanimous Consent and Vote of the Board of Directors of Liberty Mutual Fire Insurenco, Company dated June 28, 2006. . This certificate and the above powarol e-Romey`niay be signed by facsimile or mechanlcolly reproduced signatures under and by authority of the Board .. of Diredors of Liberty Mutual Fire Insurance Company evidenced by the Unanimous. Consent end.Vols.of the Board. of Directors dated June 28, 2008.. .wherein it was VOTED '.that the signatures of such oflicers'and the coal of the Company Maybe affixed to any.such power of attorney or to any certificate relating thereto by facsimile, and any such power of attorney or oertNeate hearing such facsimile signature and facsimile coal shall be valid and binding . . ..:`upon the Company when so`affixed and in the future With: rasped to any surety unAertakirhgs, bonds, r000gnlzances.and other surety obligations to which it Is attached. IN T TI O WHEREOF, I have hereunto subscribed my name and affixed the corporate, seal of the. sold company,. this . day of Gregory W. Davenport, Assistant Secretary 5 uo e '0 NCutual. SURETY Important Notice TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT: You may write to Liberty Mutual Surety at: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Sulte 400 Plymouth Meeting, PA 19462-8284 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: htto://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us Premium or Claim Disputes Should you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Attach This Notice To Your Policy: This notice is for information only and does not become a part or condition of the attached document. LMIC•3600 Page 102 Rev. 7.1.07 ILiberty MtltttrlL. NOTIFICACION IMPORTANTE PARA OBTENER INFORMACION O REALIZAR UNA QUEJA: Usted puede escribir la notificacl6n y dirigirla a Liberty Mutual Surety en la siguiente direcci6n: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 Usted puede contactar al Departamento de Seguros de Texas pare obtener informaclon acerca de las compahlas, coberturas, derechos o quejas: 1-600-252-3439 Usted puede escribir at Departamento de Seguros de Texas a la siguiente direcci6n: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi,state,tx.us E-mail: ConsunlerProtectionAtdi.state.tx.us Disputes acerca de primes o reclamos En caso de que usted quiera elevar una dispute concerniente at tema de primas, por favor contacte en primer lugar a su agente. Si el tema de la disputa es relativo a un reclamo, por favor contacte a la compahla de seguros en primer t6rmino. Si usted considera que la dispute no es apropladamente resuella en estas instancias, entonces usted puede contactar at Departamento de Seguros de Texas.. Adjunte esta notificacion a su p611za: Este notificacl6n es a los solos fines de su informaci6n y la misma no forma parts o condiciona de manera alguna el documento adjunto. LMIC•3500 Pege 2 cf 2 Rev. 7.1.07 City of La Porte 310 Street Paving and Drainage Improvements Section 00040 BID FORM GLO CONTRACT NO. 12.484.000-6650 CITY BID NO. 14001 3i0 Street Paving and Drainage Improvements DATE: Bid of ryn.ax oAfih O', 61. an Individual proprietorship, a corporation organized and existing under laws of the State of Texas, a partnership consisting of , for Construction of 3 rd Street P.t�iGen4J AA;-effor the City of La Porte, Harris County, Texas. Gentlemen: The undersigned -bidder has carefully examined the Instructions to Bidders, this Proposal, the General Conditions of Agreement, the Technical Specifications and the drawings for the work herein above described and referred to in the Invitation to Bid and has carefully examined the site of the work and will provide all necessary labor, superintendence, machinery, equipment, tools, materials, services and other means of construction to complete all the work upon which he bids, as called for In the Contract, the Specifications and shown on the drawings, and In the manner prescribed therein and according to the requirements of the City of La Porte. as TOTAL BASE BID $ S� o 6 9 . o Z8 The amounts set forth above are current estimates by Contractor of the amounts that will be determined during the progress of the Work. The separated progress billings from Contractor to the Owner shall reflect the actual amounts expended for the Items enumerated above. ALTERNATES: If necessary, attach detailed explanation to proposal. 2. 0 (Add) (Deduct) (Add)(Deduct) (Add)(Deduct) It Is understood and agreed that the work shall be complete In full within ninety (450) calendar days after the date on which work is to be commenced as established by the Contract Documents. 00040 - 1 City of La Porte Yd Street Paving and Drainage Improvements Section 00040 Bid Form It Is agreed that the contract price may be increased or decreased to cover work added or deleted by order of the Engineer, in accordance with the provisions of the General Conditions of Agreement. The award may be made on the Base Bid alone or the Base Bid and any or all of the Items listed under Alternates or Substitutions, if any. The undersigned agrees that the amounts bid In this proposal will not be withdrawn or modified for sixty (60) days following date of bid opening. It is understood that the bid security accompanying this proposal shall be returned to the undersigned unless, in case of the acceptance of this proposal the undersigned should fail to enter Into a construction contract and execute bonds as provided in the specifications. In the event the undersigned should fall to enter into a construction contract and execute bonds as required within 14 calendar days after the Engineer has given unsigned contracts to the Contractor, It is understood and agreed that the bid security shall be forfeited to the Owner and shall be considered as payment for damages due to delay and other Inconveniences suffered by the Owner as a result of such failure on the part of the undersigned. It is understood that the Owner reserves the right to reject any and all bids. In the event of Award of the Contract to the undersigned, the undersigned agrees to furnish Performance and Payment Bonds as provided in the Specifications. The undersigned certifies that the bid prices contained in this proposal have been carefully the sad and are submitted as correct and final Date It �L�13 Sign d By lah tinco — fii.t pe Witness SEAL (IPBidder is a Corporation) Acknowledge receipt of Addenda Below: Addendum No. I — Date Received Il L t</yr..4y-% 7X (Address) :V/ - 937- l08'� (Telephone Number) 00040 - 2 ADDENDUM NO. 1 City Bid No. 14001 City of La Porte 3d Street Paving and Drainage Improvements Date: November 13, 2013 To: All Interested Parties From: Heath Lyle, PE CobbFendley The following additions, deletions, clarifications and changes are hereby made a part of the RFP Documents for the above referenced project as fully and as completely as though the some were included therein. Contract Document and Technical Specification Revisions: 1. In Section 00030 Instructions to Bidders on pages 3 and 4 replace paragraph 6.1 and 6.1.1 which revises the question and answer period as follows: 6.1 All questions about the meaning or intent of the Bidding Documents are to be directed to ENGINEER/ARCHITECT or OWNER, in writing not less than 36 hours prior to the date for opening of Bids. No response will be provided to a Bidders oral question if the question involves an interpretation of the intent or meaning of the Contract Documents, or the equality or use of products or methods other than those designated or described on the Drawings or in the Specifications. Any information provided to Bidders other than by means of the Contract Documents, including Addenda as described below is given informally for information and the convenience of the Bidder only and is not guaranteed. The Bidder agrees that such Information shall not be used as the basis of nor shall the giving of any such information entitle the Bidder to assert any claim or demand against OWNER or ENGINEERIARCHITECT on account thereof. 6.1.1 Replies will be issued by Addenda mailed or delivered to all parties recorded by ENGINEER/ ARCHITECT or OWNER as having received the Bidding Documents, within 24 hours prior to the dated fixed for the opening. All Addenda so issued shall become part of the Contract Documents. Pagel of 2 Plan Revisions: Replace Sheet 26, 3 d Street Plan & Profile STA. 0+50 To 5+50 to Include the outfall revisions per attachment ADt which includes a 6" thick, 12'x12' concrete ditch connection between the proposed outfall pipe and the existing ditch channel. The bedding requirements for the storm sewer shall also apply to the ditch connection. Slope paving shall be used to lie into the existing and proposed grades. The grassy extreme storm event overflow path limits have also been further defined on this plan sheet. The pay items are as specified in the attachment with no additions to the bid form. ..:................... HEATH R. C i.,. �.•.... • 102946 APPROVED FOR ISSUE: f4 unans By Cobb, Fendley, and Associates, Inc. END OF ADDENDUM NO.1 Please acknowledge receipt of this addendum with signature and date and return with completed Bid Documents. Also acknowledge receipt of Addenda in Section 00040 of the Bid Documents. Failure to do so may cause your Bid to be considered non -responsive. Receipt of this Addendum No. 1(Clty B/d No. thor/z d /a afar 6prxx tAOArh a4"a , �� LT%1 • Company Name Page 2 of 2 14001) Is hereby acknowledged 1(� /¢//? Date City of La Porte 3'd Street Paving and Drainage Improvements RASF Rin UNIT ITEMS Section 00040 ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 Mobilization LS 1 y5 ouo,' XS' 000, 2 Traffic Control and Regulations LS 1 46 000. 41,000. — 01555 3 M5 Remove and Replace all si na a LS 1 to 000.— 10,000. — 4 Clearin and Grubbing 02233 LS 1 zS000.— zs 0no. — SWPPP Protection 01565 LS 1 @'Soo. ' 8'soo . Adjust Existing Inlets, Manholes, and LS 1 — — 6 Valve Boxes to Grade 02086 S000. S000 . 7 Trench Safety 01561 LF 7,293 8 Sodding (02922) SY 13,055 3• ¢r 47-i0e.' PAVING 9 Roadway Excavation 02315 CY 12,770 it. ^ /1"+70. � 10 7" Reinforced Concrete Pavement, SY 19,300 38', sO 743r oso. complete -in -place 02751 11 8" Reinforced Concrete Pavement, SY 583 57 So 334 SZL complete -in -place 02751 12 HMAC Type D Surface Course, 2" TON 170 150. z5/ Soo, thick 02711 13 Crushed Concrete/Limestone Base TON 670 39'. zSr 460, Course,RCCB 02713 14 6" Lime Stabilized Subgrade 02336 SY 25,000 T.. so Poo.— 15 4"02" Reinforced Concrete Curb LF 7,785 3, z3r 35S'. 02771 16 6" Reinforced Concrete Curb LF 890 $, 44So. — 02771 17 Lime 8% 02336 TON 570 t s a, — w6 64•o. — 18 6 " Reinforced Concrete Driveways SY 3,400 So. ' l't o1 P oo. — 02754 19 4.5" Concrete Sidewalk, complete -in- SF 31,910 5 ' 1 Sqr sSo.' lace 02775 20 Curb Ramps, complete -in -place EA 43 1100. ' 47 Soo . r 02775 00040 - 3 City of La Porte P Street Paving and Drainage Improvements Section 00040 DEMOLITION 21 Remove and Dispose of Pavement, Street, Drives, and Sidewalk, All Thicknesses 02221 SY 22,200 3, 5= -771 700, 22 Remove and Dispose of Storm Sewer Pipe and Structures 02221 LS 1 35/000 ' 35/000 ,� STORM SEWER 23 Type "C" Concrete Manhole 02633 EA 6 30So.- fir, 300. - 24 Concrete Junction Box Structure, All T es 02633 EA 10 it/ 000.- it o/ 000, - 25 Type "Cl" Inlet 02633 EA 32 3075. - q 9 400. _ 26 Type "BB" Inlet 02633 EA 3 Z7ar. - 8/7,r. 27 Type "A" Inlet 02633 EA 33 z375". 78 37S'. - 28 24" RCP Storm Sewer 02631 LF 866 -11. s-° 6/ Ill. 29 30"RCP Storm Sewer 02631 LF 645 173. rq, 981 30 36" RCP Storm Sewer 02631 LF 689 13 /. - yo 7-59 - - 31 42" RCP Storm Sewer 02631 LF 154 /sq. - s4 486 32 48" RCP Storm Sewer 02631 LF 562 178. - too 036 . 33 72' RCP Storm Sewer 02631 LF 939 331. - 316go . 34 84" RCP Storm Sewer 02631 LF 471 35. - 7.04 "S, _ 35 10'X5' RCB Storm Sewer 02631 LF 1,876 -76S• — 1, 43s /40, 36 12'X5' RCB Storm Sewer 02631 LF 577 /000. S77 000. UTILITY ITEMS 37 12" Water Line Offset, Complete-in- place (02511) LF 130 /so, /q/ SOP.' 38 10" Water Line Offset, Complete -in- lace 02511 LF 54 /3S-.- '774po. - 39 8" Water Line Offset, Complete -in- place (02511) LF 280 /aS, 3Sro oo. r 40 6" Water Line Offset, Complete -in- place (02511) LF 50 /as. 41 Sanitary Sewer Conflict, Structures and Pipes, Complete -in -place 02531 LS 1 l7 oao, /7, 000. 42 8" Sanitary Sewer Ductile Iron Pipe, Complete -in -place (02531) LF 20 Zoo. — — ¢000. BASE BID ITEM SUBTOTAL 5 053 oz8 00040 - 4 City of La Porte P Street Paving and Drainage Improvements Section 00040 EXTRA ITEMS 1 12" Storm Sewer Yard Inlet, EA 2 z000. Complete -In -Place 2 8" Storm Sewer PVC, Complete -in- LF 100 30. — 3000, - lace 3 Concrete Slope Paving — 4" thick SY 100 - 7000. with #3 bars 18" O.C. EA. Way70. 4 Dewaterin 01578 LF 100 4-o. EXTRA WORK ITEM SUBTOTAL 16,000. ^ BASE BID ITEM TOTAL S 06q1 oa8'. ZS A.TOTAL BASE BID PRICE $_S, o69 / o28'. (SUM OF BASE BID SUBTOTAL AND EXTRA ITEM SUBTOTAL) R_ ALTERNATE 1 BID (Remove Main Street to "A" Street) ITEM ESTIMATED UNIT TOTAL NO. I DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 DEDUCT - Mobilization LS 0.1 zi000, zSoo. — 2 DEDUCT-Trafflc Control and LS 0.1 Regulations 01555 3 DEDUCT -Remove and Replace all LS 0.1 si na a 4 DEDUCT -Clearing and Grubbing LS 0.1 -sX 000.— zSoo. ^ 02233 5 DEDUCT-SWPPP Protection LS 0.1 Sfoo. ^ BSo. 01565 DEDUCT -Adjust Existing Inlets, 6 Manholes, and Valve Boxes to LS 0.1 S000. JoO. Grade 02086 7 DEDUCT -Trench Safe 01561 LF 514 8 DEDUCT -Sodding (02922) SY 750 3. zs /6 70 . PAVING 9 DEDUCT -Roadway Excavation CY 900 1/. ^ 49Co. 02315 DEDUCT- 7" Reinforced Concrete 10 Pavement, complete -in -place SY 3,060 3g, s_ 1/7r 97o. 02751 14 DEDUCT-6" Lime Stabilized SY 3,450 z. 6goo. Sub rade 02336 16 DEDUCT-6" Reinforced Concrete LF 600 s. — 30oeJ. Curb 02771 00040 - 5 City of La Porte P Street Paving and Drainage Improvements Section 00040 ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 17 DEDUCT -Lime 8% 02336 TON 92 IS2.— /3 98 ¢• 18 DEDUCT-6 " Reinforced Concrete SY 200 so, /0/ 000. " Driveways 02754 19 DEDUCT-4.5" Concrete Sidewalk, SF 1,930 S• 96so. complete -in -place 02775 20 DEDUCT -Curb Ramps, completed - EA 6 66 00 . — lace 02775 DEMOLITION DEDUCT -Remove and Dispose of Sg 21 Pavement, Street, Drives, and SY 3,500 3, Iz/ ZSo. Sidewalk, All Thicknesses 02221 DEDUCT -Remove and Dispose of 22 Storm Sewer Pipe and Structures LS 0.1 3$/0 00 r 3500 02221 STORM SEWER 23 DEDUCT -Type "C"Concrete EA 3 3oso.— Manhole 02633 27 DEDUCT -Type "A" Inlet 02633 EA 6 z37s-• l4 7.Xo• 28 DEDUCT-2 4" RCP Storm Sewer LF 123 -r/, '-° 8794. 02631 30 DEDUCT-36" RCP Storm Sewer LF 216 13/. 02631 32 DEDUCT-48" RCP Storm Sewer LF 95 (7g. 161 Rto. ' 02631 UTILITY ITEMS DEDUCT-12" Water Line Offset, LF 80 /So. 37 Complete -In -place (02511) ALTERNATE 1 BID ITEM TOTAL (, 2S B.TOTAL BASE BID PRICE PLUS ALTERNATE 1 $-7-7Z t 399 . (SUM OF TOTAL BASE BID AND ALTERNATE 1) C. ALTERNATE 2 BID (Remove Main Street to "B" Street) ITEM I ESTIMATED UNIT TOTAL NO. I DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 DEDUCT -Mobilization LS 0.2 ss o°o,— S°o°. 2 DEDUCT -Traffic Control and LS 0.2 ¢t,000,- gloo . Regulations 01555 3 DEDUCT -Remove and Replace all LS 0.2 I0000l- t 2LgJ, si na e I �rr•r City of La Porte 3'0 Street Paving and Drainage Improvements Section 00040 ITEM ESTIMATED UNIT TOTAL NO. _ DESCRIPTION UNIT QUANTITY PRICE COST 4 DEDUCT -Clearing and Grubbing LS 0.2 7.5/0oo, goao. 02233 5 DEDUCT- SWPPP Protection LS 0.2 BSbo. — 1700. ' 01565 DEDUCT- Adjust Existing Inlets, _ 6 Manholes, and Valve Boxes to LS 0.2 S000, 1000 Grade 02086 7 DEDUCT -Trench Safe 01561 LF 1,520 I • - I C'Zo • ` 8 DEDUCT -Sodding (02922) SY 2.420 3 , zr 78'6S. PAVING 9 DEDUCT- Roadway Excavation CY 2,200 02315 10 DEDUCT- 7" Reinforced Concrete SY 4,980 38, f3 19l , 730 . " Pave ment,com lets -in- lace 02751 14 DEDUCT-6" Lime Stabilized SY 5,720 z. ^ ll/ 4'40 • ^ Suboracle 02336 15 DEDUCT- 4"x12" Reinforced LF 575 3. - /7Z5 • " Concrete Curb 02771 16 DEDUCT-6" Reinforced Concrete LF 885 S• 44s Curb 02771 17 DEDUCT- Lime 8% 02336 TON 153 /SZ •" z3 ' 18 DEDUCT- 6 " Reinforced Concrete SY 430 So • " 'y1 r So o . ' Driveways 02754 19 DEDUCT- 4.5" Concrete Sidewalk, SF 5,180 S, ` iS,Q oo . r complete -In -place 02775 20 DEDUCT- Curb Ramps, complete -in- EA 10 1/00. ` /ll000 lace 02775 DEMOLITION DEDUCT- Remove and Dispose of 21 Pavement, Street, Drives, and SY 5.750 Sidewalk, All Thicknesses 02221 DEDUCT- Remove and Dispose of 22 Storm Sewer Pipe and Structures LS 0.2 3S/000. 'f000 . ^ 02221 STORM SEWER 23 DEDUCT- Type "C" Concrete EA 4 30S 0. 12., yoo •' Manhole 02633 24 DEDUCT- Concrete Junction Box EA 1 MO. ' $SSo • Structure, All Types 02633 25 DEDUCT- Type 'C1" Inlet 02633 EA 4 J/oo.' /y qoo • ^ 27 DEDUCT- T "A" Inlet 02633 EA 8 Z375-. ' /9 000 • ' 28 DEDUCT- 24" RCP Storm Sewer LF 238 71 • So l7l 0 /1. ` 02631 00040 - 7 City of La Porte 3'd Street Paving and Drainage Improvements Section 00040 ITEM ESTIMATED UNIT TOTAL NO. _DESCRIPTION UNIT QUANTITY PRICE COST 29 DEDUCT- 30°RCP Storm Sewer LF 76 93 . — 70 69r 02631 32 DEDUCT- 48" RCP Storm Sewer LF 562 /7$. — /oo/ o36. ' 02631 UTILITY ITEMS 37 DEDUCT-12" Water Line Offset, Complete -in -place (02511) LF 130 (moo, /qr Soo, ALTERNATE 2 BID ITEM TOTAL ( S7o/ 3S7 ) C. TOTAL BASE BID PRICE PLUS ALTERNATE 2 (SUM OF TOTAL BASE BID AND ALTERNATE 2) S 498'., C7l, zs D. ALTERNATE 3 BID (Remove Main Street to "B" Street and All Sidewalk) ITEM ESTIMATED UNIT TOTAL NO. I DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 DEDUCT -Mobilization LS 0.2 ooa S aoc. ' 2 DEDUCT -Traffic Control and LS 0.2 ' Regulations 01555 3 DEDUCT -Remove and Replace all LS 0.2 / 0 000, zouo • ' sinae 4 DEDUCT -Clearing and Grubbing LS 0.2 7Sr000. S000. " 02233 5 DEDUCT- SWPPP Protection LS 0.2 g5oo,' 1-7oo. ' 01565 DEDUCT- Adjust Existing Inlets, 6 Manholes, and Valve Boxes to LS 0.2 Grade 02086 7 DEDUCT -Trench Safe 01561 LF 1,520 !. 1rZ.0- 8 DEDUCT-Sodding(02922) SY 2,420 3.ir 78r65.' PAVING 9 DEDUCT- Roadway Excavation CY 2,200 02315 10 DEDUCT- 7' Reinforced Concrete SY 4,980 3T. So 19/1 130. Pave ment,com late -in- lace 02751 14 DEDUCT-6" Lime Stabilized SY 5,720 Z. r !!/• Su rade 02336 15 DEDUCT- 4"x12" Reinforced LF 575 3.— / 77.S - Concrete Curb 02771 16 DEDUCT- 6" Reinforced Concrete LF 885 S". 4QyS. Curb 02771 City of La Porte r Street Paving and Drainage Improvements Section 00040 ITEM I ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 17 DEDUCT- Lime 8% 02336 TON 153 (iz, ^ Z 2S 6, ' 18 DEDUCT- 6 " Reinforced Concrete SY 430 5 o, " Z( Soo. Driveways 02754 19 DEDUCT- 4.5' Concrete Sidewalk, SF 29.980 S• — 149 900. complete -in -place 02775 20 DEDUCT- Curb Ramps, complete -in- EA 35 Poo.— 3g Soo. " lace 02775 DEMOLITION DEDUCT- Remove and Dispose of 21 Pavement, Street, Drives, and SY 5,750 3, S= �! !ZS• Sidewalk, All Thicknesses 02221 DEDUCT- Remove and Dispose of 22 Storm Sewer Pipe and Structures LS 0.2 I 02221 STORM SEWER 23 DEDUCT- Type "C" Concrete EA 4 Manhole 02633 24 DEDUCT- Concrete Junction Box EA 1 Structure, All Types 02633 25 DEDUCT- Type "C1°Inlet 02633 EA 4 3 100,' !z ¢�•� 27 DEDUCT- Type "A" Inlet 02633 EA 8 z37S- 28 DEDUCT- 24° RCP Storm Sewer LF 238 71'. /7, 0/7• 02631 29 DEDUCT- 30"RCP Storm Sewer LF 76 13. ' 7 068 02631 32 DEDUCT- 48" RCP Storm Sewer LF 562 /7?• /oor 036. 02631 UTILITY ITEMS 37 DEDUCT- 12" Water Line Offset, LF 130 r Complete -In -place (02511) ALTERNATE 3 BID ITEM TOTAL ( 72,f/ 307 D. TOTAL BASE BID PRICE PLUS ALTERNATE 3 (SUM OF TOTAL BASE BID AND ALTERNATE 3) 00040 - 9 $ 4T4 7z/, z_s City of La Porte 3'tl Street Paving and Drainage Improvements Section 00300 City of La Porte Forms City of La Porte Forms, Certifications, Notifications • Certification by bidder (Required) • Indemnity Hold Harmless Agreement (Required) • Protection of Resident Workers (Required) • Conflict of Interest Questionnaire (Required) 00300-1 00300 City of La Porte 3'd Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE RESPONDENT AFFIDAVIT The foregoing prices shall Include all labor, materials, equipment, removal, overhead, profit, freight, Insurance, etc., to cover the finished work specified in this bid. All items bid and Installed under this procurement must be new and unused and in undamaged condition. The City of La Porte is tax exempt and no taxes shall be included in the pricing of this solicitation Respondent understands that the Owner reserves the right to reject any or all bids and to waive any informalities in the solicitation. The respondent agrees that this solicitation shall be good and may not be withdrawn for a period of sixty (60) calendar days after the scheduled closing time for receiving submittals. The undersigned affirms they are duly authorized to represent this firm, that this proposal has not been prepared in collusion with any other firm, and that the contents contained herein have not been communicated to any other firm prior to the official opening. Respectfully submitted: Business Name: CoMrA GC CoG.r &-rt) Address: I54-9Bf 1=AAA4-e A i'(o✓S%y�a—' o7704-1 Printed Name: Authorized Signature: Date: LL,L Z y3 00300 - 2 G City of La Porte Yd Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE CERTIFICATION OF RESPONDENT City of La Porte Ordinance #98-2217 prohibits any expenditure for goods or services by the City of La Porte from any person, firm, or corporation owing any delinquent Indebtedness to the City. The undersigned respondent further certifies that it is in compliance with the requirements of said ordinance. A copy of the ordinance may be obtained by contacting the City of La Porte Purchasing Division at 281-470-5126. If undersigned bidder is not in compliance with Ordinance 98-2217, it hereby assigns to the City of La Porte, the amount of its delinquent Indebtedness to the City of La Porte, to be deducted by the City of La Porte from the amounts due the undersigned. Failure to remit this certification with the response or non-compliance with said ordinance shall be Just cause for rejection or disqualification of submitted proposal. y The undersigned hereby certifies that it is in compliance with Ordinance 98-2217. Or The undersigned assigns to the City of La Porte, the amount of its delinquent Indebtedness, to be deducted by the City of La Porte from the amounts due the undersigned. (initial one of the above) Business Name: t blVAd 6a1. Allyaf-ieti Co X C!) Address: fa 4-ok QMM c * Printed Name: Aria Co h r% Authorized Signature: Date: // / / 4-/ /3 00300 - 3 City of La Porte 3r° Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE PROTECTION OF RESIDENT WORKERS COMPLIANCE The City of La Porte, Texas actively supports the Immigration and Nationality Act (INA) which Includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers may hire only persons who may legally work in the United States (i.e., citizens and nationals of the U.S.) and aliens authorized to work in the U.S. The employer must verity the identity and employment eligibility of anyone to be hired, which Includes completing the Employment Eligibility Verification Form (1-9). The Contractor shall establish appropriate procedures and controls so no services or products under the Contract Documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment. Business Name: CoavaoQ Co 'lv7% Address: 13'�yg 9�4-M0.Iq Printed Name: t^ Authorized Signature: Date: 1/. 14-113 00300 - 4 City of La Porte Yd Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE INDEMNITY HOLD HARMLESS AGREEMENT To the fullest extent permitted by law, Contractor, Its successors, assigns and guarantors, shall pay, defend, indemnify and hold harmless the City of La Porte, Its agents, representatives, officers, directors, officials and employees from and against all allegations, demands, proceedings, suits, actions, claims, Including claims of patent or copyright infringement, damages, losses, expenses, Including but not limited to, attorney's fees, court costs, and the cost of appellate proceedings, and all claim adjusting and handling expenses, related to, arising from or out of or resulting from any actions, acts, errors, mistakes or omissions caused in whole or part by Contractor relating to work, services and/or products provided in the performance of this Contract, Including but not limited to, any Subcontractor or anyone directly or Indirectly employed by or working as an independent contractor for Contractor or said Subcontractors or anyone for whose acts any of them may be liable and any Injury or damages claimed by any of Contractor's and Subcontractor's employees or independent contractors. The Contractor expressly understands and agrees that any insurance policies required by this contract, or otherwise provided by the Contractor, shall in no way limit the responsibility to Indemnify, keep and save harmless and defend the City of La Porte, Its Council members, officers, agents and employees and herein provided. Business Name: %-r),n. is 1 6, % ar,> . Address: ,c.e 4 Printed Name: n Authorized Signature: Date: 00300 - 5 A , J City of La Porte 3rd Street Paving and Drainage improvements Section 00300 City of La Porte Forms CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governments[ entity rare questionnaire mania changes mad, to tin lea' by N.B. 1a51, 11101h Lap- Regular session. OFFCELISEONLY "k Rashes This questionnaire is being filed in accordance with Chapter 178. Local Govemmenl Code by a personwho has a business relationship as dentedby Section 170.001(1-a)vdth a local governmental entity and the person meets mqutrcmonts under Section 170.000(a). Bylaw Ws quesUwwutL v must be 0edwilh Ore records odrrinishoiwof tho keel govamentel wally, not later than the 7ih business day after the dale the person becornes aware of fads [hot requirethe slatemenl tobe filed. Sea Section 170.o00, Loral Government Code. A person comrrtits an offense if the person knovdngy, violates Section 170.008, Local Gwammeat Code.An offense under this section is a Class O misdemeanor. Noma of person who has a business relationship with least governmentalon". Gti1-4j �, Co, ram, ❑ Check this box It you are filing an update to a pravbusy riled questionnaire. (The law requires that you rile an updated completed questionnaire with the appropriate riling authority not later then the 7th business day alter the date the originally filed questionnaire becomes ihcomptete or Inaccurate.) Name of local government officer with whom filer has employment or business relallonshtp. noN2 _ Name of Officer This seotion (Rem 3 including subparts A. B, C d D) nerd be completed fa each officer firth whom the kler has an employment or other business relationship as d,rned by Section 170.001(la). Local Govenvnenl Code. Aeach additional pages to this Fonn CIQ as necessary. A. Is the local gwemmenl officer named in this section moaNkg or htey to receive taxable toeane, other than Invesenanl income. tram the filar of the questionnaire? Yes © No B. Is the filer al the questionnaire raceivin or likely to receive taxable income. other than investment Income. from ar at the direction at the local gwertvnahl alricer named In this section AND the taxable Intone is not receWed ham the local governmental entity? Yes © No O. Is the Ner of this questionnaire employed by a corporation a other business entity w(Ih respect to which the local govemrrerd officer saves as an officer or director, or holds an an ershb of 10 percent a rape? ElYes © No D. Describe each empbynn,nl or business relationship pith the beat goverrerenl ~ named In this section. ito to (c1-ft�nti S�I.J�l1 i3 a drCnees ant the goremmeriel erdlly 6YA Adopted asl291[0a] RESOLUTION NO. M(2— 1 A RESOLUTION OF THE CITY OF LA PORTE ADOPTING A SECTION 3 LOCAL OPPORTUNITY PLAN FOR GRANT PROGRAMS. WHEREAS, the City shall strive to attain goals for compliance to Section 3 regulations by increasing opportunities for employment and by contracting with Section 3 residents and businesses within its jurisdictional boundaries in accordance with an adopted Section / 3 Local Opportunity Plan. THEREFORE, the City Council hereby resolves to adopt a Section 3 Local Opportunity Plan, attached hereto and Incorporated herein. P ed a d opted by the City Council of the City of La Porte, Texas, on the � day of 2012, !H ATTEST: Patrice Fogarty, Cit S retary V Clark Askins, Assistant City Attorney 00300-7 SECTION 3 LOCAL OPPORTUNITY PLAN 9 In accordance with 12 U.S.C. 1701u, (Section 3), the City of La Porte agrees to Implement the following steps, which, to the greatest extent feasible, will provide job training, employment and contracting opportunities for Section 3 residents and Section 3 businesses of the areas In which the program/project is being carried out. A. Introduce and pass a resolution adopting this plan as a policy to strive to attain goals for compliance to Section 3 regulations by Increasing opportunities for employment and contracting for Section 3 residents and businesses. B. Assign duties related to Implementation of this plan to the designated Section 3 Coordinator. C. Notify Section 3 residents and business concerns of potential new employment and contracting opportunities as they are triggered by grant awards through the use of: Public Hearings and related advertisements; public notices; bidding advertisements and bid documents; notification to local business organizations such as the Chamber(s) of Commerce or the Urban League; local advertising media Including public signage; project area committees and citizen advisory boards; local HUD offices; regional planning agencies; and all other appropriate referral sources. Include Section 3 clauses In all covered solicitations and contracts. D. Maintain a list of those businesses that have identified themselves as Section 3 businesses for utilization In grant funded procurements, notify those businesses of pending contractual opportunities, and make this list available for general Grant Recipient procurement needs. E. Maintain a list of those persons who have Identified themselves as Section 3 residents and contact -those persons when hiring/training opportunities are available through either the Grant Recipient or contractors. F. Require that all Pdme contractors and subcontractors with contracts over $100,000 commit to this plan as part of their contract work. Monitor the contractors' performance with respect to meeting Section 3 requirements and require that they submit reports as may be required by HUD or the State to the Grant Recipient. G. Submit reports as required by HUD or the GLO regarding contracting with Section 3 businesses and/or employment as they occur; and submit monthly reports monthly that Identify and quantify SectIon 3 businesses and employees. H. Maintain records, including copies of correspondence, memoranda, etc., which document all actions taken to comply with Section 3 regulations, As officers and representatives of the City of La Porte, we the undersigned have read and fully agree to this plan, and become a party to the full Implementation of this program. at, ILL Zot). T Corby /ander, Ci7ager Date of La Porte Section 00400 STATEMENT OF BIDDER'S QUALIFICATIONS STATEMENTS OF All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. Name of Bidder: CAmX 6 Go.4eftateOrganized: 1,764- Address: /34-ok EMMe4 4/o�A*L,�`7'iC Date Incorporated l984 Number of Years in contracting business under present name CONTRACTS ON HAND: Contract �Q Amount $ Completion Date Cott a:�GG/ie 7 Type of work performed by your company: Have you ever failed to complete any work awarded to you? A n Have you ever defaulted on a contract? ho List the projects most recently completed by your firm (include project of similar importance): Project � /� Amount $ MoNr Completed ( SC¢ a FFG GGao� Major equipment available for this contract: LSttr,(~�� Attach resume(s) for the principal member(s) of your organization, including the officers as well as the proposed superintendent for the project. Cue a far,4w°) Credit available: $ Bank reference: The undersigned hereby authorizes and requests any person, firm, or corporation to furnish any Information requested by the ¢ in verification of the recitals comprising this Statement of idder's Qualifications. Executed this (4-� day of ?o 13 By:(signature) Title: C,, i t e Pre4iJf (print name) gri w, Cow r e2 00400-1 CURRENT PROJECTS UNDERWAY tJAME;,OF,�PRO;IECituy;;1{,.'K7faKY ':T. AMOl1NT7,Fif ..... 70Ff;WORKt«yuN..`.-.,:,`, yrs:�„'�,x:r�.S NAME/ADDRES.,�VNONE�,OEj,OMM„ Hi.SSI`n`'4.'"'a wx4 '�Sh`f�..FsJ `G.COMPLEI'ION:DATEr LON6 POINT ST. $5,928"4.71 PAVING, DRAMA6E CITY OF HOUSTON Oct-14 611 WALKER HOUSTON, TEXAS 77002 CM) 837.0003 NORTH MAIN ST. $6,431.822.97 PAVING, ORAMA6E, WATER CITY OF HOUSTON 7ul-14 611 WALKER HOUSTON, TEXAS 77002 (713)837-0003 FREEPORT ST. 43 2110,894.13 PAV". DRAINAGE HARRIS COUNTY Akw-14 1001 PRESTON HOUSTON, TEXAS 77002 (713)755-5382 FIELD MANAGEMENT EXPERIENCE NAME POSITION YEARS OF EXP. TYPE OF WORK LARGEST JOB COMP. IN WHAT CAPACITY DON CONRAD PRESIDENT/ESTIMATOR SINCE 1970 UTILITIES/CONCRETE $20MILLION ESTIMATOR BRIAN CONRAD V.PRESIDENT/ESTIMATOR/ PROJECT MANAGER SINCE 2004 GENERAL CONSTRUCTI $10 MILLION ESTIMATOR PROJECT MGR DAVID CONRAD GENERAL SUPERINTENDEN1 VICE PRESIDENT SINCE 1970 PAVINGNTILITIES I $ 15 MILLION OPERATOR SUPERINTENDENT MARK FILLIP PROJECT SUPERINTENDENT SINCE 1974 PAVINGAITILITIES $ 10 MILLON OPERATOR FOREMAN ELOY ALANIS UTILITY SUPERINTENDENT SINCE 1984 UTILITIES $ 5 MILLION OPERATOR FOREMAN ROY SMITH PAVING SUPERINTENDENT SINCE 1966 PAVING S 8 MILLION OPERATOR FOREMAN EFRAIN CHAPA PROJECT FOREMAN SINCE 1985 PAVING/UTILITIES $ 6 MILLION FOREMAN SOCORRO PRIETO PROJECT FOREMAN SINCE 1985 UTILITIES $ 7 MILLION FOREMAN STEVEN CONRAD PROJECT FOREMAN SINCE 2003 PAVING/UTILITIES $6 MILLION FOREMAN GEORGE VESELKA PROJECT FOREMAN SINCE 2003 PAVING/UTILITIES $6 MILLION FOREMAN CONRAD CONSTRUCTION CO..LTD. JOBS SINCE 1996 JOB NAME OWNER ENGINEER CONTRACT AMOUNT COMPLETION DATE DEL RIO,HUTCHINS,TIERWIESTER METRO SANDER ENGINEERING $ 980,442.00 1096 COURT ROAD METRO SNOWDEN ENGINEERING $ 324,690.00 1996 PARK TEN BLVD. RED ROOF INNS PATE ENGINEERS $ 197,840.00 1995 SINGLE ROAD PHASE II METRO BROWN -GAY $ 962.550.00 1996 GESSNER ROAD PHASE II METRO WALTER P. MOORE $ 108.000.00 1996 ULRICHISUGARLAND CITY OF SUGARLAND C.E. CONSULTANTS $ 305,810.00 1996 WILLOWSEND CITY OF HOUSTON COSTELLO. INC. $ 1,229,184.23 1997 RI DGE CREST,LONG W OOD S, WILD INDIGO CITY OF HOUSTON C.E. CONSULTANTS $ 3,233,000.00 1997 J.L. COX PAVING J.L. COX NONE $ 13.377.00 1998 T & R UTILITIES NONE $ 36.297.00 1996 BAMMEL FOREST SUBDIVISION HARRIS COUNTY TSC ENGINEERS $ 128.360.00 1997 WEST UNIVERSITY 11 CITY OF WEST INIVERSITY CLAUNCH & MILLER $ 2,595,413.00 1998 GULF POINTE PARK CITY OF HOUSTON PATE ENGINEERS $ 1,405,186.00 1997 CHOCOLATE BAYOU CITY OF HOUSTON NONE $ 85,500.00 1997 FIRST COLONY CHURCH FIRST COLONY CHURCH CHARLES KALKOMEY $ 226,169.00 1997 GREENS ROAD PAVING&DRAINAGE CITY OF HOUSTON NONE $ 142.976.00 1997 TIDEWATER COMPRESSION SERV. TIDEWATER COMPRESSION SER NONE $ 247.442.00 1997 KINGSLAND BLVD. HARRIS COUNTY NONE $ 141,957.00 1997 BURNEY ROAD IMPROVEMENTS CITY OF SUGARLAND PATE ENGINEERS $ 1,754,971.70 1998 HUGH LIEDTKE BRIDGE DEMOLITIC J. HUGH LIEDTKE PATE ENGINEERS $ 76.600.00 1997 FOURTH STREET CITY OF RICHMOND KELLY KALUZA & ASSOC. $ 400.156.00 1998 WOLFF CO V SEWER WOLF COMPANIES PATE ENGINEERS $ 8.679.25 1997 JERSEY VILLAGE CENTER SECURITY CAPITAL TRUST HALFF ASSOCIATES $ 799,497.00 1998 BROADFIELD PARKING YANCEY,HAUSMAN,BASSOC. PATE ENGINEERS $ 162,926.60 1998 TIDEWATER II TIDEWATER COMPRESSION NONE $ 70.657.50 1998 TOMBALL CITY OF TOMBALL COBOURN LINSEISEN & RATC $ 174,346.00 1998 SMITHSTONE HARRIS CO. MUD #257 TERRA ASSOCIATES, INC. $ 374.384.70 1998 WATER PLANT ROAD HARRIS COUNTY UTILITY DIST.91 PATE ENGINEERS $ 49.410.00 1998 FALLBROOK DRIVE PHASE II ALDINE INDEPENDENT SCHOOL ESPA CORPORATION $ 147,676.00 1998 BELTWAY PLANT ROAD CITY OF HOUSTON NONE $ 134.130.00 1999 HABITAT FOR HUMANITY HOUSTON HABITAT FOR HUMANI COSTELLO, INC. $ 228,465.18 1998 FALCON POINT ROSEN13ERG NATIONAL HOUSING BLDG. CORI KELLY KALUZA & ASSOC. $ 113,000.00 1999 PINESAP CITY OF HOUSTON PARKE REID $ l,17l.365.10 1999 BAY POINT ESTATES SE TEXAS DEVELOPMENT GROW PATE ENGINEERS $ 65,421.70 1998 CY-FAIR VFD-FIRESTATION 08 CY-FAIR VOLUNTEER FIRE DEPT. RAYTHEON $ 87,290.00 1998 WEST LITTLE YORK PAVING HARRIS COUNTY A.I. ASSOCIATES $ 1,559,012.00 1999 HUNTON FAMILY PAVING HUNTON FAMILY PATE ENGINEERS $ 359,150.00 1998 HILL AREA PAVING CITY OF SUGARLAND COSTELLO & KELLY KALUZA $ 1,403,725.00 1999 CTI FACILITY PROLOGIS, INC. HALFF ASSOCIATES $ 282,738.00 1998 NORTHGATE WASTEWATER PLANI CITY OF HOUSTON INONE $ 253.060.00 1 1999 SUGARLAND CITY PARK CITY OF SUGARLAND PATE ENGINEERS $ 460.715.00 1 1999 FOURTH STREET PHASE II CITY OF RICHMOND KELLY KALUZA & ASSOC. S 274,02193 1999 BELLEAU WOODS/ALBERTSONS HARRIS COUNTY HARRIS COUNTY $ 495,428.89 1999 BRIDGESTONE M.U.D. BRIDGESTONE M.U.D. PGAL $ 329,546.75 1999 11/1412013 INTERW000 M.U.D. WOLF COMPANIES PATE ENGINEERS $ 94.317.00 1999 WEST LITTLE YORK PAVING II HARRIS COUNTY AMER ENGINEERS $ 1,469,863.65 1999 SMITHSTONE DRIVE 11 HARRIS COUNTY M.U.D. #257 TERRA ASSOCIATES, INC. $ 484,063.02 1999 GREENS LANDING - SECT. 8 EXXON LAND DEVELOPMENT TURNER COLLIE BRADEN $ 449,275.49 1999 MORTON ROAD HARRIS COUNTY OTHON INC. $ 829,682.54 1999 W. BELLFORT IMPROVEMENTS CITY OF HOUSTON S & B INFRASTRUCTURE $ 4,673,484.25 1999 SOUTH POST OAK CITY OF HOUSTON PATE ENGINEERS $ 3.094.807.60 2000 GELHORN METRO JONES & CARTER $ 233.916.85 2000 HIDALGO METRO RAYTHEON $ 1,689,390.00 2000 FRY RD/HOME DEPOT PRICEIFRY LLC TERRA ASSOCIATES, INC. $ 229,346.65 1999 EAST T.C. JESTER CITY OF HOUSTON EDMINSTER/HINSHAW/RUSS $ 280,914.50 2000 FULTON CITY OF HOUSTON PGAL $ 3.165.158.05 2001 BELLFORT AVENUE CITY OF HOUSTON WSBC CIVIL ENGINEERS $ 2,617,367.55 2001 EASTHAVEN CITY OF HOUSTON SES HORIZON CONSULTING E $ 424,033.75 2001 W. LITTLE YORK CITY OF HOUSTON NATHELYN A. KENNEDY ASS $ 4,350,819.80 2001 WHITE OAK RANCH LAKE CONROE DEVELOPMENT BLEYL & ASSOCIATES $ 588.620.00 2001 WEST UNIVERSITY AREA12 CITY OF WEST UNIVERSITY CLAUNCH & MILLER $ 3,653,219.25 2002 WEST UNIVERSITY AREA 76 CITY OF WEST UNIVERSITY CLAUNCH & MILLER $ 6,416,060.25 2003 WEST UNIVERSITY AREA 8 CITY OF WEST UNIVERSITY CLAUNCH & MILLER $ 3,266,629.50 2003 NSR 435 -ROYAL OAKS CITY OF HOUSTON HUITT-ZOLLAR $3,089.139.63 2004 NORTH KIRKWOOD CITY OF HOUSTON LIN ENGINNEERING $1,608,399.01 2003 GREENRIDGE STREET CITY OF STAFFORD JONES &CARTER $ 633.292.31 2003 FRANZ ROAD HARRIS COUNTY SPARKS,BARLOW & BARNETT $5.994.182.31 2004 AVENIDA DE LAS AMERICAS CITY OF HOUSTON VANDEWAELE ENG. INC. $2.313,565.31 2004 LOWE'S DRIVEWAY 1.10 LEVCOR, INC. TRAFFIC ENG., INC. $ 78.830 2003 FULSHEAR-GASTON FT. BEND COUNTY, MUD JONES & CARTER,INC. $ 427,487.65 2004 WEST BELLFORT RD. FT. BEND COUNTY, MUD COBS-FENLEY & ASSOC $ 830.665.45 2004 FALLBROOK DRIVE HARRIS COUNTY WAYNE SMITH & ASSOC $ 971.584.26 2004 Lamar Fleming Reconstruction Texas Medical Center Lockwood Andrews $ 1.179.353 2004 West Alabama Reconstruction Uptown Development TEDSI Infrastructure $ 672,413.40 2004 Woodlawn Dr. Shadowbend Ave Frelndswoods Freese &Nichols, Inc. $1,118.224.50 2005 NSR 438-AFTON VILLAGE City of Houston HUITT-ZOLLARS,INC. $6,249,136.40 2005 TANNER RD HARRIS COUNTY JNS CONSULTING ENGRS. $4.541,907.35 2007 GLENDALE AND WOODVALE CITY OF HOUSTON INFRASTRUCTURE ASSOC. $2,980.691.77 2006 OAKPARK @ WESTCHASE ST. JOE COMPANY BROWN & GAY ENGRS. $316,305.20 2005 BRAES BLVD CITY OF HOUSTON R 0 MILLER ENG. $9,944,839.40 2007 KIRKWOOD RD. CITY OF HOUSTON LOCKWOOD ANDREWS ENG. $4,531,804.35 2007 ALKIRE CITY OF SUGARLANO BROWN AND GAY ENG. $1.220.744.30 2007 BUFFALO SPEEDWAY CITY OF HOUSTON GOODEN CONSULTING $4,195,403.48 2008 FERRIS ST. CITY OF BELLAIRE CLAUNCH AND MILLER $4,895.052.00 2008 VOSS/BRACHER CITY OF SPRINGVALLEY CLAUNCH AND MILLER $3,414.401.50 2008 LEY RD. CITY OF HOUSTON SCL ENGINEERING $2,339,687.59 2007 WPI PAVING WAUKASHA PIERCE IND. NC STURGEON $69,137.50 2007 WPI PAVING II WAUKASHA PIERCE IND. NC STURGEON $100,000.00 2008 WPI PAVING III WAUKASHA PIERCE IND. NC STURGEON $50.000.00 2008 WPI PAVING IV WAUKASHA PIERCE IND. NC STURGEON $40,000.00 2008 WPI PAVING V WAUKASHA PIERCE IND. NC STURGEON $1.100,000 2008 SUGARLANDPAVEMENT RE CITY OF SUGARLAND CITY OF SUGARLAND $469.376.00 2007 KIRKWYNISAGEMONT CITY OF HOUSTON PTI $1,768.439.40 2008 TUBE SUPPLY SEWER/WATER TUBE SUPPLY INFRASTRUCTURE $92,000.00 2008 BUNKER HILL RD. MEMORIAL CITY TCB $5,588,502.20 2009 BRITTMOORE RD. HARRIS COUNTY ROBERT REID $5,389,204.52 2009 11/14/2013 SHENENDOAH • PRIORITY AREA 1 CITY OF SHENENDOAH CLAUNCH & MILLER $5.006,852.80 2010 NORTH MAIN ST CITY OF HOUSTON KLOTZ ASSOCIATES $4,388.434.80 2010 KIRBY DRIVE CITY OF HOUSTON BROWN & GAY ENGRS. $1,459,601 2010 DIXIE AREA DRIVE OST/ALMEDA REDEVELOPMENT ESPACORPORATION $1,971,780 2010 ELLA BLVD. HARRIS COUNTY EOMINSTERIHINSHAW/RUSS $4,103,519.05 2011 11TH STREET CITY OF HOUSTON PGAL $2,599,696.19 2011 GREENHOUSE RD. HARRIS COUNTY ISANI CONSULTANTS $944,895.30 2011 IMPERIAL VALLEY DR. CITY OF HOUSTON $1,576.041.20 2011 FALVEL RD. HARRIS COUNTY AIA $944,895.30 011 CAMBRIDGE RD. CITY OF HOUSON URS $1,000,326.17 012 MELODY LN. GALVESTON CO. KLOTZ ASSOCIATES $3,107,662.60 012 j12013 BURNEY ROAD IMPROVEMENTS FORT BEND COUNTY CLR $5,313,188.95 WEST LITTLE YORK CITY OF HOUSTON ATKINS $5,357,303.30 013 11/14/2013 CONRAD CONSTRUCTION CO.,LTD. P.O. BOX 841134 Houston, Texas 77284 713-937.3081 713-937-1172 (FAX) BANK INFORMATION BONDING INFORMATION ALLEGIENCE BANK HARTFORD FIRE INSURANCE CO. ATTN: JASON SYKORA JOHN L. WORTHAM & SON 840 GESSNER SUITE 100 ATTN: PHIL BAIR HOUSTON, TEXAS 77024 P.O. BOX 1388 713-507-2169 HOUSTON, TEXAS 77251-1388 713-346-1378 CASULTY INSURANCE ACCOUNTANT C.N.A. ABERCROMBIE & ASSOCIATES JOHN L. WORTHAM & SON,LLP ATTN: LYNNE ABERCROMBIE ATTN: J.M. JONES 14550 TORREY CHASE SUITE 120 P.O. BOX 1388 HOUSTON, TEXAS 77014 HOUSTON, TEXAS 77251-1388 281-440-5740 713-526-3366 REFERENCES: Ross Woodfin/Mike Hobbs Dan Krueger P.E. Director of Public Works City of Sugar Land Tim Lincoln,P.E. Assistant Director 281-275-2780 CITY OF HOUSTON 713-837-0037 Art Storey, P.E. County Engineer Harris County 713-755-5382 Mike Wilkinson, P.E. Joe Keene Metro Director of Public Works 713-739-6028 City of Bellaire 713-662-8150 Kelly Kaluza P.E. Robin Green, P.E., Public Works Director Kelly Kaluza Associates City of Pasadena 281-491-1550 713-475-5572 Page 1 Edwin Friedrichs,P.E. Walter P. Moore & Associates 713-630-7300 J.E. Pate P.E./Mike Kennedy,P.E. Gerry Pate Engineering 713-462-3178 Dennis Sander, P.E. Sander Engineering Corporation 713-784-4830 Wayne Klotz, P.E. Klotz Associates, Inc. 281-589-7257 Dick Gay, P.E. Brown & Gay Engineers, Inc. 713-558-8700 Bob Jones, P.E./Larry Weppler, P. E. Jones & Carter Engineering 713-777-5337 Ceasar Sylva, P.E. Sylva Engineering 713-973-7239 Tom Moody, P.E./Jim Russ, P.E. Edminster Hinshaw Russ & Standley 713-784-4500 Michael Ho,P.E. City of Houston 713-837-7067 Jon Strange, P.E. JNS Engineering 713-973-9139 David Brown,P. E. Lott & Brown Engineering 713-492-2354 Rafael Ortega, P. E. Lockwood, Andrews, & Newnam Inc. 713-266-6900 Maury Stiver, P. E. Silver Engineering 713-526-3478 Page 2 CONRAD CONSTRUCTION EQUIPMENT LIST 1996 DRESSER TD7H DOZER 1997 KOMATSU D58P DOZER 1998 KOMATSU D38P DOZER 1999 DRESSER T07H DOZER 2000 KOMATSU D37P-SA DOZER 2001 KOMATSU D39PX21 2005 KOMATSU D61 PX-15 DOZER 2007 D39PX-21A DOZER 2007 D38PX-21A DOZER 1999 KOMATSU GD670A2CY MOTORGRADER 1997 FIAT ALLIS FG65C MOTORGRADER 1998 FIAT ALLIS FG65C MOTORGRADER 2005 NORAM 65E MOTORGRADER 1992 CAT SS250 MIXER 1991 CAT SS250 MIXER 2005 CMI RS4258 RECLAIMERISTABILIZER 1997 KOMATSU PC120LC-6 EXCAVATOR 1999 KOMATSU PC200LC-6 EXCAVATOR 2001 KOMATSU PC200LC-6 EXCAVATOR 2005 KOMATSU PC138USLC-2 EXCAVATOR 2007 KOBELCO SK480 EXCAVATOR 2007 KOMATSU PC200 EXCAVATOR 2007 KOMATSU PC300LC-7EO EXCAVATOR 1995 JOHN DEERE 310D LOADER/BACKHOE 1997 KOMATSU WA250 LOADER 1997 JOHN DEERE 310E BACKHOE/LOADER 1999 WA260 WHEEL LOADER 1999 JOHN DEERE 310SE BACKHOE/LOADER 1997 CAT 416 04 LOADER 1099 JOHN DEERE 310E BACKHOEILOADER 1999 KOMATSU WA180-2 LOADER 2002 JOHN DEERE 5420 TRACTOR/LOADER 1997 CAT 416CIT LOADER/BACKHOE 2002 KOMATSU WA250-3 WHEEL LOADER KOMATSU WA250-3 WHEEL LOADER 2003 KOMATSU WA250-3 WHEEL LOADER 2004 JOHN DEERE 310G BACKHOE/LOADER 2007 CASE 580M BACKHOEA.OADER 2003 KAWASAKI 65Z WHEEL LOADER 2008 CASE 680M LOADER/BACKHOE 1993 CAT PS180 PNEUMATIC ROLLER 1993 CAT PS180 PNEUMATIC ROLLER 1997 INGERSOLL RAND SD70F COMPACTOR INGERSOLL RAND PROPAC 84" PADFOOT 1998 INGERSOLL RAND SD40F COMPACTOR DYNAPAC CP-132 ROLLER 1999 DYNAPAC CP-132 ROLLER 1989 SOMAG BW 121AC VIV. COMBINATION ROLLER 2004 INGERSOLL RAND SC45D-TF 1989 BOMAG 8W 121AC VIV. COMBINATION ROLLER 2004 INTERSOLL RAND SC70D COMPACTOR 2006 HAMM 340 84' PAOFOOT COMPACTOR HYSTER MODEL PSO A FORKLIFT 1996 BROCE BROOMRJ-300 BROCE BROOM RJ350 1994 TAYLOR TES300L FORKLIFT 2002 ROSCO SWEEP PRO BROOM 1996 BROCE BROOMRJ-300 Page 1 Sheell City of La Porte STATEMENTS OF 3i° Sh-eet Paving and Drainage Improvements BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional Information he desires. Name of Bidder: Eva Co ��J�i e�Cti �•. �' Date Organized: `- Address: 131495e 5Mn44 Date Incorporated: jyao Adoh '-r)o 770,f-( Number of Years in contracting business under current name: 9�6 Are you a Section 3 business? (see below) ❑ Yes K No Section 3 Business Concerns: a) Businesses that are 51 percent or more owned by Section 3 residents; b) Businesses whose permanent, full-time employees include persons, at least 30 percent of whom are currently Section 3 residents, or within three years of the date of first employment with the firm were Section 3 residents; c) Businesses that provide evidence of a commitment to subcontract in excess of 25 percent of the dollar amount of all subcontracts to be awarded to businesses that meet the qualifications described above; or d) Businesses located within the Grant Recipient's jurisdiction that identify themselves as Section 3 Business Concerns because they provide economic opportunities for low- and very low Income persons. CONTRACTS ON HAND: Contracts Dollar Amount Completion Date See aAL-G Type of work performed by your company: Have you ever failed to complete any work awarded to you? Have you ever defaulted on a contract? List the projects most recently completed by your firm (include project of similar importance): Project Dollar Amount MoNr Completed ��-e a ,yam,) Major equipment available for this contract: 00400-2 of La Poite STATEMENTS OF Attach resume(s) for the principal member(s) of your organization, including the officers as well as the proposed superintendent for the project. Ccee a-C,&a) Credit $ Bank available: reference: The undersigned hereby authorizes and requests any person, firm, or corporation to furnish any information requested by the Grit, of, Gq,e-oi.4e in verification of the recitals comprising this Statement ft oBidder's Qualifications. Executed this (A dayf ai S 2c 3 . by: ignature (Title) CONTRACTOR CERTIFICATIONS U.S. Department of Housing and Urban Development ' CERTIFICATION OF BIDDER REGARDING CIVIL RIGHTS LAWS AND REGULATIONS INSTRUCTIONS CERTIFICATION OF BIDDER REGARDING Executive Order 11246 and Federal Laws Requiring Federal Contractor to adopt and abide by equal employment opportunity and affirmative action in their hiring, firing, and promotion practices. This includes practices related to race, color, gender, religion, national origin, disability, and veterans' rights. NAME AND ADDRESS OF BIDDER (include ZIP, _Code) co 0A /3408' EnrA¢,F CERTIFICATION BY BIDDER Bidder has participated in a previous contract or subcontract subject to Civil Rights Laws and Regulations. F Yes❑ No The undersigned hereby certifies that: R The Provision of Local Training. Employment. and Business Opportunities clause (Section 3 provision) Is included in the Contract. A written Section 3 plan (Local Opportunity Plan) was prepared and submitted as part of the bid proceedings if bidequals or exceeds $100 000 . 00400-3 of fa Porte STATEMENTS OF 0 The Non Seareaated Facilities clause (Section 109 provision) is included in the Contract. No segregated facilities will be maintained as required by Title VI of the Civil Rights Act of 1964. ID The Equal Employment Opportunity clause is included In the Contract (if bid equals or exceeds $10,000). J9 The Affirmative Action for Handicapped Workers clause is included in the contract. Have you ever been or are you being considered for sanction due to violation of Executive Order 11246, as amended? ❑ Yes IR No NAME AND TITLE OF SIGNER (Please type) gvic�.h G�r�dt _ v/Cc P�tri�ku-{-- SIGN E D it MINORITY/FEMALE GOALS AND TIMETABLES The female employment goal Is effective as of April 1980 and is currently 6.9%. The percentages for minority participation in Texas are: Texarkana Area: Texarkana & Bowie Co. 19.7 Non=MSA Counties of Camp, Cass, Lamar, Morris, Red River & Titus 20.2 Tvler-Lonavlew Area: Longview, 'Gregg Co. '& Harrison Go. ...:.:.. ::.:.: 22.8 Tyler & Smith Co. 23.5 Nori-MSA C.ounties.of Anderson, Angelina, Cherokee, Henderson, Marion, Nacogdoches, 22.5. Panola, Rusk, San Augustine, Shelby, Upshur & Wood I Beaumont -Port Arthur Area: Beaumont, Port Arthur, Orange, Hardin Co., Jefferson Co., & Orange Co. 22.6 Non-MSA Counties of Jasper, Houston, Newton, Sabine, & Tyler 22.6 Houston Area: Bryan, College Station & Brazos Co. 23.7 Galveston, Texas City & Galveston Co. 28.9 Houston, Brazoria Co., Fort Bend Co., Harris Co., Liberty Co., Montgomery Co. & Waller Co. 27.3 Non-MSA Counties of Austin, Burleson, Calhoun, Chambers, Colorado, DeWitt, Fayette, Goliad, ;27.4 Grimes, Jackson, Lavaca, Leon, Madison, Matagorda, Polk, Robertson, San Jacinto, Trinity, Victoria, Walker, Washington, & Wharton 00400-4 of La Porte STATEMENTS OF Austin Area: Austin, Hays Co., Travis Co., & Williamson Co. 24.1 Non-MSA Counties of Bastrop, Blanco, Burnet, Caldwell, Lee & Llano 24.2 Waco. Killeen. Temple Area: Killeen, Temple, Bell Co. & Coryell Co. 16.4 Waco & McLennan Co. .20.7 Non-MSA Counties of.Bqsque,.Fa!ls, Freestone Hamilton, Hill, Lampasas, Limestone, Milani,& I.j 8.6 Mills Dallas. Fort Worth Area: Dallas, Fort Worth, '.Collin Co., Dallas. Co., Denton Co., Ellis Co., Hood Co., Johnson Co,,. ­18.2 Kaufman Co., Parker Rockwall Co., Tarrant Co Co. K Co., wise Sher -man, Denison & Grayson Co. 9.4 Non-MSA Counties of Cooke, Delta, Erath, , sFannin, *Franklin, Hopkins, Hunt Jack, Montague, -:17.2 an varro, Palo Pinto, Rains, Van *2 'dt Wichita Falls Area: Wichita Falls, Clay Co. & Wichita Co. 12.4 N06-MSA Counties of Archei,'86ylor, Cottle, Foard, Hardeman,. Wilbarger & Young 11.0 Abilene Area: Abilene, Callaghan Co., Jones Co. & Taylor Co. .11.6 N6n-MSA:C6unties 6i-Br6wri,t 'C h , Fisher,:,:?c,l 0.9 ;. �.% qlemaq,*� omanc. eEastland.HaskellKent, Knox, j. �Shackleford'Stephens,!, S it h; *1 km Mitchell. Nolan, Scurry, , tonewa t. roc orton San Angelo Area: .San Angelo & Tom Green Co. 19.2 1Non -MSA Counties of Coke, t6richo, Crockett.1rion, Kimble, McCullough, Mason,:MenWd 20.0::- _ d 'Reagan ;ikunneis,:San 'S'aba,'Schleiche.r,'Sterling, Sutton R Terrell San Antonio Area: Laredo & Webb Co. `t t 1 %:: ­,:::% . 87.3 San Antonio, Bexar Co., Comet Co. & Guadalupe Co. 47.8 Nop-MSAICounties.ofAtascosa. Bandera, Dimmit, Edwards, Frio, Gillespie, Gonzales Jim .%..,%A9.4 Hogg, Karnes, Kendall, Kerr,; Kinney, LaSalle, McMullen. 'Maverick. Medina Real, Uvalde, Verde, Wilson, Zapata & Zavala Corpus Christi Area: Corpus Christi, Nueces Co. & San Patricio Co. 41.7 Non-MSA Counties of Aransas, Bee, Brooks, Duval, Jim Wells, Kpnedy,.Klpburg, Live Oak & . 44.2 Refugio Brownsville, McAllen. Harlingen Area: Brownsville, Harlingen, San Benito & Cameron Co. 71.0 McAllen, Pharr, Edinburg & Hidalgo Co. 72.8 Non-MSA Counties of Starr & Willacy 72.9 Odessa, Midland Area; 00400-5 of La Porte STATEMENTS OF Midland & Midland Co. 19.1 Odessa & Ector Co. 15.1 Non-MSA Counties of Andrews, Crane, Glasscock, Howard, Loving, Martin, Pecos, Reeves, 18.9., Upton, Ward & Winkler El Paso Area: El Paso & El Paso Co. 57.6 Non-MSA Counties of Brewster, Culbertson, Hudspeth, Jeff Davis & Presidio 49.0 Lubbock Area: Lubbock & Lubbock Co. 19.6 Non-MSA Counties of Bailey, Borden, Cochran, Crosby, Dawson, Dickens, Floyd, Gaines, `19.5 Garza, Hale, Hockley, King, Lamb, Lynn, Motley, Terry & Yoakum Amarillo Area: Amarillo, Potter Co. & Randall Co. 9.3 Non-MSA.Counties.of Armstrong, Briscoe,:Carson, .Castro, Childress, Collingsworth, Dallam, 11.0 Deaf Smith Donley, Gray, Hall,*.Hansford Hartley, Hemphill;: Hutchinson Lipscomb Moore, Ochiltree bid ham, Partner, Roberts, Sherman, Swisher;`& Wheeler Equal Opportunity Guidelines for Construction Contractors Note: To be Included In bid packet and distributed at the preconstructlon conference (optional) 1. What are the responsibilities of the offeror or bidder to Insure equal employment opportunity? The offeror or bidder must comply with the "Equal Opportunity Clause" and the "Standard Federal Equal Opportunity Construction Contract Specifications." 2. Are construction contractors required to Insure a comfortable working environment for all employees? Yes, it is the construction contractor's responsibility to provide an environment free of harassment, intimidation, and coercion to all employees and to notify all foremen and supervisors to carry out this obligation, with specific attention to minority or female individuals. 3. To alleviate developing separate facilities for men and women on all sites, can a construction contractor place all women employees on one site? No, two or more women should be assigned to each site when possible. 4. Are constructlon contractors required to make special outreach efforts to minority and female recruitment sources? Yes, construction contractors must establish a current list of minority and female recruitment sources. Notification of employment opportunities, including the availability of on-the-job training and apprenticeship programs, should be given to these sources. The efforts of the construction contractors should be kept in file. 5. Should records be maintained on the number of minority and females applying for positions with construction contractors? 00400-6 City of La Porte STATEMENTS OF 3rd Sheer Paving and Drainarre Improvements BIDDER'S QUALIFICATIONS Yes, records must be maintained to include a current list of names, addresses and telephone numbers of all minority and female applicants. The documentation should also include the results of the applications submitted. 6. What happens if a woman or minority is sent to the union by the Contractor and is not referred back to the Contractor for employment? If the unions impede the construction contractor's responsibility to provide equal employment opportunity, a written notice should be submitted to TXCDBG. 7. What efforts are made by construction contractors to create entry-level positions for women and minorities? Construction contractors are required to develop on-the-job training programs, or participate in training programs, especially those funded by the Department of Labor, to create positions for women and minorities and to meet employment needs. 8. Are any efforts made by the Contractor to publicize their Equal Employment Opportunity (EEO) policy? Yes, the construction contractor is responsible for notifying unions and sources of training programs of their equal employment opportunity policy. Unions should be requested to cooperate in the effort of equal opportunity. The policy should be included in any appropriate manuals, or collective bargaining agreements. The construction contractor is encouraged to publicize the equal employment opportunity policy in the company newspaper and annual report. The Contractor Is also responsible to include the EEO policy in all media advertisement. 9. Are any in-service training programs provided for staff to update the EEO policy? At least annually a review of the EEO policy and the affirmative action obligations are required of all personnel employees of a decision -making status. A record of the meeting including date, time, location, persons present, subject matter discussed, and disposition of the subject matter should be maintained. 10. What recruitment efforts are made for minorities and women? The construction contractor must notify, both orally and in writing, minority and female recruitment sources one month prior to the date of acceptance for apprenticeship or other training programs. 11. Are any measures taken to encourage promotions for minorities and woman? Yes, an annual evaluation should be conducted for all minority and female personnel to encourage these employees to seek higher positions. 12. What efforts are taken to Insure that personnel policies are in accordance with the EEO policy? Personnel policies in regard to job practices, work assignments, etc. should be continually monitored to insure that the EEO policy is carried out. 13. Can women be excluded from utilizing any facilities available to men? No, all facilities and company activities are non -segregated except for bathrooms or changing facilities to insure privacy. 14. What efforts are made to utilize minority and female contractors and suppliers? None, however records are kept of all offers to minority and female construction contractors. 00400-7 City of La Porte STATEMENTS OF 3"r SU•eel Pavine and Drainarte Inmrovenrents BIDDER'S QUALIFICATIONS 15. If a construction contractor participates in a business related association that does not comply with affirmative action standards, does that show his/her failure to comply? No, the construction contractor is responsible for Its own compliance. 16. WIII a construction contractor be In violation of EEO policy and affirmative action if he sets up one set of goals to Include minorities and women? Yes. There is a separate goal for minorities and a separate single goal for women. The construction contractor is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women both minority and non -minority. 17. Can a construction contractor hire a subcontractor who has been debarred from government contracts pursuant to EEO? No. The construction contractor must suspend, terminate or cancel its contract with any Subcontractor who is in violation of the EEO policy. 18. What effort has been taken by the construction contractor to monitor all employment to Insure the company EEO policy is being carried out? The construction contractor must designate a responsible individual to keep accurate records of all employees that includes specific information required by the government. 00400-8 of La Pot1e Section 00410 CONTRACTOR CERTIFICATIONS U.S. Department of Housing and Urban Development CERTIFICATION OF BIDDER REGARDING CIVIL RIGHTS LAWS AND REGULATIONS INSTRUCTIONS CERTIFICATION OF BIDDER REGARDING Executive Order 11246 and Federal Laws Requiring Federal Contractor to adopt and abide by equal employment opportunity and affirmative action In their hiring, firing, and promotion practices. This Includes practices related to race, color, gender, religion, national origin, disability, and veterans' rights. NAME AND ADDRESS OF BIDDER (Include ZIP Code) e t n"CQ coLf%r,c, Cm •/ c-M . 134o£r =A.4 r # H- _ ,S 77 0 CERTIFICATION BY BIDDER Bidder has participated in a previous contract or subcontract subject to Civil Rights Laws and Regulations. R Yes ❑ No The undersigned hereby certifies that: W The Provision of Local Training, Employment and Business Opportunities clause (Section 3 provision) Is Included in the Contract. A written Section 3 plan (Local Opportunity Plan) was prepared and submitted as part of the bid proceedings (if bid equals or exceeds $100,000). QF The Non Segregated Facilities clause (Section 109 provision) Is Included In the Contract. No segregated facilities will be maintained as required by Title VI of the Civil Rights Act of 1964. t& The Eoual Employment Opportunity clause Is Included In the Contract (if bid equals or exceeds $10,000). Qb The Affirmative Action for Handicapped Workers clause is Included In the contract. Have you ever been or are you being considered for sanction due to violation of Executive Order 11246, as amended? O Yes ®'No Yia Co �4 NAME AND TITLE OF SIGNER (Please type) SIGN TUR DATE END OF DOCUMENT 00410-1 of La Pone NONCOLLUSION AFFIDAVIT Section 00420 NONCOLLUSION AFFIDAVIT OF PRIME BIDDER State of -re -z' ) County of 4A"41 ) a CMG (A— r.re, d , being first duly sworn, deposes and says that: (1) He Is t.i ce P.esi dew f of 6�va cQ �0•1 irr Gfa �, the Bidder that has submitted the attached Bid; (2) He is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; (3) Such Bid is genuine and is not a collusive or sham Bid; (4) Neither the said Bidder nor any of Its officers, partners, owners, agents, representatives, employees or parties in interest, including this affiant, has in any way colluded, conspired, connived or agreed, directly or indirectly with another Bidder, firm or person to submit a collusive or sham Bid in connection with the Contract for which the attached Bid has been submitted or to refrain from bidding in connection with such Contract, or has In any manner, directly or Indirectly, sought by agreement or collusion or communication or conference with any other Bidder, firm or person to fix the price or prices in the attached Bid or of any other Bidder, or to fix an overhead, profit or cost element of the Bid price or the Bid price of any other Bidder, or to secure through any collusion, conspiracy, connivance or unlawful agreement any advantage against the 04y a f Gn TO✓fc (Local Public Agency) or any person Interested in the proposed Contract; and (5) The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the Bidder or ofits, agents, representatives, owners, employees, or parties in Interest, Including thi"ffiant. (Signed Subscribed and sworn to me this i yf� day of My commission expires 0 END OF DOCUMENT 00420-1 aPgx— Public DAMES R. BOIIN * Nololy Public, Slole of texas My Commission Expires L•,a�,,,�* Moy 20, 2016 Bond No. 2013.322 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we Conrad Construction Co., Ltd., P.O. Box 841134, Houston, TX 77284 as Principal, hereinafter called the Principal, and Hartford Fire Insurance Company a corporation duly organized under the laws of the State of Connecticut as Surely, hereinafter called the Surely, are held and firmly bound unto City of La Porte, Texas as Obligee, hereinafter called the Obligee, In the sum of Five Percent of the Greatest Amount Bid ............. Dollars (6% GAB), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for V Street Paving and Drainage Improvements. GLO Contract No. 12A84.000.6650, City Bid No. 14001 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter Into a Contract with the Obligee In accordance with the terms of such bid, and give such bond or bonds as may be specified In the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished In the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 14th day of November, 2013. / { Conrad Construction Co.. Ltd. (PrrncipaQ (Seal) (Witness) J198 R.130111 itleJ Asa 6wri afy {Hartford Fire Insurance Company qw, Ja4hlccaa-'(Richmond (Witness) Bond Administrator r_t" AIA DOCUMENT A310 • BID BOND • AIA ® • FEBRUARY 1970 ED • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D.C. 20006 Direct Inqulrfas/Cfalms to: THE HARTFORD POWER OF ATTORNEY P.O.BOX 203690DASYLUM AVENUE HARTFORD, CONNECTICUT 06115 calf.' 888.266.3488 orfax: 860-7$7-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: _ Agency Code: 61.610020 XQ Hartford Fire Insurance Company, a corporation duly organized under the laws of the State ofConnecticul 0 Hartford Casualty Insurance Company, a corporation duly organized under dtolaws ofthe State ofIndiana ,. Hartford Accident and Indemnity Company, a corporation duly organized under (he laws of the Slate of Connecticut OHartford Underwriters Insurance Company, a corporation duly organized under the laws of the Stale of Connecticut O Twin City Fire Insurance Company, a corporation duly organized under die laws of the State ofbrdiana Q Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the Stale of Illinois Hertford Insurance Company of the Midwest, a corporation duly organized under the laws of the Slate of Indiana Q Hartford Insurance Company of the southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as Up to the amount of unlimited: Philip N..Bair,, Phyllis Ramfroz, Janis Cermone, Jlmmye Langford, Eric S. Felghl, Dorothy Harrison, Joyce A. Johnson, Sherry Skinner Of Houston, TX their true and lawful AUomey(sHn-Fact, each In their separate capacity if more then one Is named above, to sign its name as surety(ies) only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written Instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted In any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on January 22. 2004 the Companies have caused these presents to be signed by Its Assistant Vice President and Its corporate seals to be hereto affixed, duly attested by Its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. ryy� *o�" (980 Paul A. Bergenhollz, Assistant Secretary STATE OF CONNECTICUT ss, Hartford COUNTY OFHARTFORD a • a ,Ornllb ✓,N„p ' fifaTaf� tat► M. Ross Fisher, Assistant Vice President On this 1" day of February, 2004, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and 'say: that he resides in the County of Hartford. Slate of Connecticut; that he Is the Assistant Vice President of the Companies, the corporations described In and.which executed the above Instrument; that he knows the seals of the said corporations: that the seals affixed to the said Instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. e. aa. Scull H.Pauka Nobly Public CERTIRCATE My Commission RVires OrbUn 31,2012 I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy o1 the Power of Altomey executed by said Companies, which is still in full force effective as of N o V<rhtx.i7 Jr /IZf I3 Signed and sealed at the City of Hartford. �.4�,>r •� r S peru\�, 14MI ; tOTo/� E /aTa i at a • O� �� ,� � 1 Fr r91e Gary W. Slumper, Assistant Vice President CERTIFICATE OF LIABILITY INSURANCE I GaTE M.I.Nomy"I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(los) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require on endorsement A statement on this certificate does not confor rights to the certl0cato holder In lieu of such ondorsomentle). John L. Wortham & Son, L.P. P. O. Box 1388 Houston, TX 77251-1388 INSURED Conrad Construction Co., Ltd. Conrad Construction Co., Inc. P.O. Box 841134 HOUSTON TX 77284 COVERAGES CERTIFICATE NI)MRFR• 409AYnOA PEVITOM NUMnoo. THIS 13 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. VISIT TYPE OF INSURANCE POLICY NUMBER POLICY EFF MIND POIJCY LIMITS C OENERALUABILITY fANMERCIAL GENERAL LIABILITY CLAMIS-MADE © OCCUR C05460B985 11/t/2013 11/112014 EACH OCCURRENCE $ 1,000,000 S , a0 , a a 300,000 MEOEXPlAnycno S 5.00 PERSONAL A AOV INJURY S 1.000,00 GENERAL AGGREGATE S 2.000.000 GENL AGGREGATE POLICY U TT APPLIES PER: PR - Lc PRODUCTS-COMPMPA00 S 2,000,00 S 8 AUTOMOBILELIABULTY ANY AUTO ALL SCHEDULAUTOS OWNED Autos EO HIREDAIn05 AUTO ED BABOSOC991 11/1/2013 11/1/2014fe,=INGLEUMIT 5 100000 BWLY INJURY(Par Paced) $ DWLY INJURY (Paw soadent)NON 5 O S S S D j UMBRELLA LIAR EXCESS LIAR OCCUR I CIAIMSJLIOE CUPS4628794 11/1/2013 11/1/2014 EACH OCCURRENCE S 1000000 I AGGREGATE S 1,000.000 CEO Lid RETENTION$5.000 S 3 S A WORKERS COMPENSATION YIN ANDEMPLOYERLL101UTY Y LFFlCE M ERE GUJMD?DJ ECG NTI �N (Mandatory in NH) 11 >. IPTIOON OF O RAT b NIA CUP5426B794 11/12013 11/12014 iATU- 1�Tk4 EL EACH ACCIpENT 1EMPLOYEE S 100000 EL OEiEASE • EA S 1.000.00 EL DISEASE • ICY. -MR S 1,000,000 ft DESCRIPTION OF OPERATIONS I LOCATIONS IVEHICLE3 (Attach ACORD 101, AddLUDAal RMIhe SNMdNS, 11 Rwn Spam Is ragelmd) CERTIFICATE HOLDER CANCELLATION For Bid Purposes Only SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AurnoauED RernESaxrArna John L. Wortham & Son L.F��� �QI4W'w A LP (D1088-2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010106) The ACORD name and logo are registered marks of ACORD COAT M.: tn242054 dIUNY C000: 10[4X ' IDOUI aecw eetwt 21/1/2013 12925,la AN Mee 1 of I Wortham TO CERTIFICATE HOLDER Our agency has issued the enclosed certificate of insurance on behalf of our client. We want to share with you some important information regarding certificates of insurance. The Texas Legislature passed and Governor Perry signed Senate Bill 425 to become effective January 1, 2012. After this date it will be illegal for an agent or insurance company to issue evidence of insurance on a certificate form that has not been approved by the Texas Department of Insurance (TDI). It is also illegal for anyone to require an agent or insurance company to use a certificate form that has not been approved by the State. The law provides some guidance on the content and limitations of certificates, as follows: • A certificate is not an insurance policy and does not amend, extend, or alter the coverage afforded by the referenced insurance policy. • A certificate shall not confer to a certificate holder new or additional rights beyond what the policy and endorsements proJide. • A certificate may not contain a reference to a legal or insurance requirement contained in a contract other than the underlying contract of insurance or endorsement to the insurance policy. • A person may have a legal right to notice of cancellation, nonrenewal or material change or any similar notice only if (1) the person is named within the policy or an endorsement to the policy, and (2) the policy or endorsement, or a state or rule, requires notice to be provided. • The law confirms that "a certificate of insurance that is executed, issued, or required and that is in violation with this chapter is void and has no effect." Additional information concerning the new law may be obtained by contacting the TDI (800) 252-3439 or visiting the web site httpl/www.tdi.texas.gov/niles/infonmaII216.11tml. For this reason, we may not be able to provide some of the specific certificate holder requested information which is outside the scope of the approved document. We are willing to explain each of these items and provide policy endorsements or other information subject to our client's approval. We hope you will understand our position and ask that you give us a call if you have any questions or comments. C0 051., 14574152 MIMt 0009. 10MMC011 (P ) Cain •01wt 10/30/2012 11:51s42 M Page 3 0t 2 City of La Porte 3'd Street Paving and Drainage Improvements Section 00040 Bid Form BID FORM GLO CONTRACT NO. 12-484-000.6650 CITY BID NO. 14001 3rd Street Paving and Drainage Improvements DATE: 11/14/2013 Bid of Metro City Construction. L.P. an individual proprietorship, a corporation organized and existing under laws of the State of Texas, a partnership consisting of Limited Partners , for Construction of 3 rd St. Paving & Drainage, for the City of LaPorte, Harris County, Texas. Gentlemen: The undersigned bidder has carefully examined the Instructions to Bidders, this Proposal, the General Conditions of Agreement, the Technical Specifications and the drawings for the work herein above described and referred to in the Invitation to Bid and has carefully examined the site of the work and will provide all necessary labor, superintendence, machinery, equipment, tools, materials, services and other means of construction to complete all the work upon which he bids, as called for in the Contract, the Specifications and shown on the drawings, and in the manner prescribed therein and according to the requirements of the City of La Porte. TOTAL BASE BID $ 5, 414, 379. 30 Five Million Pour Hundred Fourteen Thousand Three Hundred Seventy Written Nine Dollars and Thirty Cents The amounts set forth above are current estimates by Contractor of the amounts that will be determined during the progress of the Work. The separated progress billings from Contractor to the Owner shall reflect the actual amounts expended for the Items enumerated above. ALTERNATES: If necessary, attach detailed explanation to proposal. 1. (Add)(Deduct) $ 9 (Add) (Deduct) $ (Add)(Deduct) It is understood and agreed that the work shall be complete In full within ninety (450) calendar days after the date on which work is to be commenced as established by the Contract Documents. 00040 - 1 City of La Porte 3rf. Street Paving and Drainage Improvements Section 00040 Bid Form It Is agreed that the contract price may be Increased or decreased to cover work added or deleted by order of the Engineer, in accordance with the provisions of the General Conditions of Agreement. The award may be made on the Base Bid alone or the Base Bid and any or all of the Items listed under Alternates or Substitutions, if any. The undersigned agrees that the amounts bid in this proposal will not be withdrawn or modified for sixty (60) days following date of bid opening. It is understood that the bid security accompanying this proposal shall be returned to the undersigned unless, In case of the acceptance of this proposal the undersigned should fall to enter Into a construction contract and execute bonds as provided in the specifications. In the event the undersigned should fall to enter Into a construction contract and execute bonds as required within 14 calendar days after the Engineer has given unsigned contracts to the Contractor, it is understood and agreed that the bid security shall be forfeited to the Owner and shall be considered as payment for damages due to delay and other Inconveniences suffered by the Owner as a result of such failure on the part of the undersigned. It is understood that the Owner reserves the right to reject any and all bids. In the event of Award of the Contract to the undersigned, the undersigned agrees to furnish Performance and Payment Bonds as provided in the Specifications. The undersigned certifies that the bid prices contained in this proposal have been carefully checked and are submitted as correct and final Dale 11/14/2013 Signed Witne6s SEAL (if Bidder is a Corporation) Acknowledge receipt of Addenda Below: Addendum No. 1 Date Received 11/13 By Robert N. Smither Chief Estimator (Title) 1006 Red Bluff Road Pasadena, Texas 77506 (Address) 713-943-0090 00040 - 2 (Telephone Number) City of La Porte Street Paving and Drainage Improvements Section 00040 Bid Form A. BASE BID UNIT ITEMS ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 Mobilization LS 1 130,408.00 130,408.00 2 Traffic Control and Regulations LS 1 (015551 22,000.00 22,000.00 3 Remove and Replace all si na a LS 12, 600.00 2,600.00 4 Clearing and Grubbing 02233 LS 1 1,000.00 1,000.00 5 SWPPP Protection 01565 LS 1 14, 153. 0 14, 153.00 6 Adjust Existing Inlets, Manholes, and LS 1 4,010.00 4,010.00 Valve Boxes to Grade 02086 7 Trench Safety 01561 LF 7,293 1.00 7,293.00 8 Sodding (02922) SY. 13,055 4.00 52, 220.00 PAVING 206,684.00 9 Roadway Excavation 02315 CY 12,770 9.00 114 930.00 10 7„ Reinforced Concrete Pavement, SY 19,300 42.30 816, 390.00 com lete-in- lace 02751 11 8" Reinforced Concrete Pavement, SY 583 47.60 27, 750.80 com lete-in- lace 02751 12 HMAC Type D Surface Course, 2" TON 170 130.00 22 ,100 .00 thick 02711 13 Crushed Concrete/Limestone Base TON 670 Course,RCC6 02713 34.00 22, 780. 00 14 6" Lime Stabilized Subgrade 02336 SY 25,000 2.75 68, 750.00 15 4"x12" Reinforced Concrete Curb LF 7,785 8.00 62, 280 .00 02771 16 6" Reinforced Concrete Curb LF 890 4.00 3,560.00 02771 17 Lime 8% 02336 TON 570 160.00 91,200.00 18 6 " Reinforced Concrete Driveways SY 3,400 02754 19 4.5" Concrete Sidewalk, complete -in- SF 31,910 6.00 191, 460 .00 lace 02775 20 Curb Ramps, complete -in -place EA 43 1,415.00 60, 845.00 02775 00040 - 3 City of La Porte 3id Street Paving and Drainage Improvements Section 00040 Bid Form DEMOLITION 21 Remove and Dispose of Pavement, Street, Drives, and Sidewalk, All Thicknesses 02221 SY 22,200 4.50 99, 900.00 22 Remove and Dispose of Storm Sewer Pipe and Structures 02221 LS 1 60, 000. 0 60, 000.00 STORM SEWER 1,788,145.80 23 Type "C" Concrete Manhole 02633 EA 6 3,890.00 23,340.00 24 Concrete Junction Box Structure, All T es 02633 EA 10 13, 3440.0 133, 440.00 25 Type "Cl" Inlet 02633 EA 32 3,167.00 101 344.00 26 Type "BB" Inlet 02633 EA 3 3,190.00 9,570.00 27 T e "A" Inlet 02633 EA 33 2,365.00 78, 045.00 28 24" RCP Storm Sewer 02631 LF 866 76.00 54,500.00 29 30"RCP Storm Sewer 02631 LF 645 100.00 70, 950.00 30 36" RCP Storm Sewer 02631 LF 689 125.00 86,125.00 31 42" RCP Storm Sewer 02631 LF 154 147.00 22, 638.00 32 48" RCP Storm Sewer 02631 LF 562 177.00 99, 474.00 33 72" RCP Storm Sewer 02631 LF 939 457.00 429,123 .00 34 84" RCP Storm Sewer 02631 LF 471 612.00 288, 252.00 35 10'X5' RCB Storm Sewer 02631 LF 1,876 757.00 , 420,132, o 36 12'X5' RCB Storm Sewer 02631 LF 577 926.50 534, 590.50 UTILITY ITEMS 3, 356, 389.50 37 12" Water Line Offset, Complete-In- place (02511) LF 130 80.00 10,400.00 38 10" Water Line Offset, Complete -in- lace 02511 LF 54 90.00 4,860.00 39 8" Water Line Offset, Complete -in- place (02511) LF 280 80.00 22, 400. 00 40 6" Water Line Offset, Complete-in- place (02511) LF 50 90.00 4,500.00 41 Sanitary Sewer Conflict, Structures and Pipes, Complete -in -place 02531 LS 1 5,000.00 5,000.00 42 8" Sanitary Sewer Ductile Iron Pipe, Complete -in -place (02531) LF 20 100.00 2,000.00 BASE BID ITEM SUBTOTAL 49,160.00 00040 - 4 City of La Porte 3 d Street Paving and Drainage Improvements Section 00040 Bid Form EXTRA ITEMS 1 12" Storm Sewer Yard Inlet, EA 2 600.00 1,200.00 Complete -in -Placer 2 8" Storm Sewer PVC, Complete -in- LF 100 lace 27.00 2,700.00 3 Concrete Slope Paving-4" thick SY 100 69.00 6,900.00 with #3 bars 18" O.C. EA. Way 4 Dewaterin 01578 LF 100 32,00 3,200.00 EXTRA WORK ITEM SUBTOTAL 14,000.00 BASE BID ITEM TOTAL A. TOTAL BASE BID PRICE $ 5,414, 379.30 (SUM OF BASE BID SUBTOTAL AND EXTRA ITEM SUBTOTAL) B. ALTERNATE 1 BID (Remove Main Street to "A" Street) ITEM ESTIMATED UNIT TOTAL NO. I DESCRIPTION UNIT I QUANTITY PRICE COST GENERAL 1 DEDUCT -Mobilization LS 0.1 10,340.80 10,340.80 2 DEDUCT -Traffic Control and LS 0.1 z,2oo.00 2,200.00 Regulations 01555 3 DEDUCT -Remove and Replace all LS 0.1 260.00 260.00 si na e 4 DEDUCT -Clearing and Grubbing LS 0.1 02233 100.00 100.00 5 DEDUCT-SWPPP Protection LS 0.1 1,415.30 1,415.30 01565 DEDUCT -Adjust Existing Inlets, 6 Manholes, and Valve Boxes to LS 0.1 401.00 401.00 Grade 02086 7 DEDUCT -Trench Safety 01561 LF 514 1.00 514.00 8 DEDUCT -Sodding (02922) SY 750 4.00 3,000.00 PAVING 192,815.00 9 DEDUCT- Roadway Excavation CY 900 9.00 8,100.00 02315 DEDUCT- 7" Reinforced Concrete 10 Pavement, complete -in -place SY 3,060 42.30 129, 438.00 02751 14 DEDUCT-6" Lime Stabilized SY 3,450 2.75 9.487.50 Subgrade 02336 16 DEDUCT-6" Reinforced Concrete LF 600 Curb 02771 4.00 2,400.00 00040 - 5 City of La Porte 3 ° Street Paving and Drainage Improvements Section 00040 Bid Form ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 17 DEDUCT -Lime 8% 02336 TON 92 160.00 14,720.00 18 DEDUCT-6 " Reinforced Concrete SY 200 8,600.00 Driveways 02764 19 DEDUCT-4.5" Concrete Sidewalk, SF 1,930 6.00 11, 580.00 complete -in -place 02775 20 DEDUCT -Curb Ramps, complete -in- EA 6 1, 415.00 lace 02775 8,490.00 DEMOLITION 21, 750. 00 DEDUCT -Remove and Dispose of 15, 750. 00 21 Pavement, Street, Drives, and Sy. 3,500 4.50 Sidewalk, All Thicknesses 02221 DEDUCT -Remove and Dispose of 22 Storm Sewer Pipe and Structures LS 0.1 6,000.0 6, 000 . 00 02221 STORM SEWER 192,815.50 23 DEDUCT -Type "C" Concrete EA 3 pD 11,670.00 Manhole 02633 27 DEDUCT-T a "A" Inlet 02633 EA 6 6 14, 190.00 28 DEDUCT-24" RCP Storm Sewer LF 123 9,348.00 02631 I 30 DEDU" RCP Storm Sewer LF 216 Z 27, 000. 00 02631CT-36 32 DEDUCT-48" RCP Storm Sewer LF 95 7 02631 �� 16,815.00 UTILITY ITEMS 79,023.00 DEDUCT-12" Water Line Offset, 6,400.00 37 Complete -in -place (02511) LF 80 80.00 ALTERNATE 1 BID ITEM TOTAL (318, 219.6Q B.TOTAL BASE BID PRICE PLUS ALTERNATE 1 $ 5, 096, 219. 60 (SUM OF TOTAL BASE BID AND ALTERNATE 1) C. ALTERNATE 2 BID (Remove Main Street to "B" Street) ITEM ESTIMATED UNIT TOTAL NO. I DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 DEDUCT -Mobilization LS 0.2 20,681.60 20, 681.60 DEDUCT -Traffic Control and 4,400.00 2 Regulations 01555 LS 0.2 9, 900.00 3 DEDUCT -Remove and Replace all LS 0.2 520.00 520.00 si na e 7001•row., City of La Porte Street Paving and Drainage Improvements Section 00040 ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 4 DEDUCT -Clearing and Grubbing LS 0.2 200.00 200.00 02233 5 DEDUCT- SWPPP Protection LS 0.2 2,830.00 01565 2,830.00 DEDUCT- Adjust Existing Inlets, 6 Manholes, and Valve Boxes to LS 0.2 802.00 802.00 Grade 02086 7 DEDUCT -Trench Safety 01561 LF 1,520 1.00 1,520.00 8 DEDUCT -Sodding (02922) SY 2,420 4.60 9,680.00 PAVING 40,634.20 9 DEDUCT- Roadway Excavation CY 2,200 9.00 19, 800. b0 02315 10 DEDUCT- 7" Reinforced Concrete SY 4,980 42. 30 210,654.00 Pavement,com lete-in- lace 02751 14 DEDUCT-6" Lime Stabilized SY 5,720 Sub rade 02336 2.75 15, 730.00 15 DEDUCT- 4"x12" Reinforced LF 575 8.00 4,600.00 Concrete Curb 02771 16 DEDUCT- 6" Reinforced Concrete LF 885 4.00 3,540.00 Curb 02771 17 DEDUCT -Lime 8% 02336 TON 153 160.00 24,480.00 18 DEDUCT- 6 " Reinforced Concrete SY 430 43.00 Driveways 02754 19 DEDUCT- 4.5" Concrete Sidewalk, SF 5,180 6.00 31, 080. 00 complete -in -place 02775 20 DEDUCT- Curb Ramps, complete -in- EA 10 lace 02775 1, 415. 0o 14,150.00 DEMOLITION 342, 524.00 DEDUCT- Remove and Dispose of 21 Pavement, Street, Drives, and SY 6.750 4.50 25, 875. 00 Sidewalk, All Thicknesses 02221 DEDUCT- Remove and Dispose of 12,000.0( 12,000.00 22 Storm Sewer Pipe and Structures LS 0.2 02221 STORM SEWER 7, 7 23 DEDUCT- Type "C' Concrete EA 4 Q 15, 560.00 Manhole 02633 24 DEDUCT- Concrete Junction Box EA 1 1a�3 µ� Structure, All Types 02633 13 , 344 .00 25 DEDUCT- Type "C1" Inlet 02633 EA 4 1617 12,668.00 27 DEDUCT-T a "A" Inlet 02633 EA 8 ` 18, 920.00 28 DEDUCT- 24" RCP Storm Sewer LF 238 02631 00040 - 7 City of La Porte 3 ° Street Paving and Drainage Improvements Section 00040 Bid Form ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 29 DEDUCT- 30"RCP Storm Sewer LF 76 t o v 7,600.00 02631 32 DEDUCT- 48" RCP Storm Sewer LF 562 02631 �'� 99,474.00 UTILITY ITEMS 1 185,654.001 DEDUCT-12" Water Line Offset, 10, 400. 00 37 Complete -in -place (02511) LF 130 80.00 ALTERNATE 2 BID ITEM TOTAL (617, 087. 20) C. TOTAL BASE BID PRICE PLUS ALTERNATE 2 $ 4, 797, 292 .10 (SUM OF TOTAL BASE BID AND ALTERNATE 2) D. ALTERNATE 3 BID (Remove Main Street to "B" Street and All Sidewalk) ITEM ESTIMATED UNIT TOTAL NO. I DESCRIPTION UNIT I QUANTITY PRICE COST GENERAL 1 DEDUCT -Mobilization LS 0.2 20,681.60 20,681.60 2 DEDUCT -Traffic Control and LS 0.2 4,400.00 Regulations 01555 4,400.00 3 DEDUCT -Remove and Replace all LS 0.2 520.00 520.00 si na e 4 DEDUCT -Clearing and Grubbing LS 0.2 200.00 02233 200.00 5 DEDUCT-SWPPP Protection LS 0.2 2,830.60 2,830.60 01565 DEDUCT- Adjust Existing Inlets, 802.00 6 Manholes, and Valve Boxes to LS 0.2 802.00 Grade 02086 7 DEDUCT -Trench Safety 01561 LF 1,520 1.00 1,520.00 8 DEDUCT -Sodding (02922) SY 2,420 4.00 9,680.00 PAVING 40,634.20 9 DEDUCT- Roadway Excavation CY 2,200 9.00 02315 19,800.00 10 DEDUCT-7" Reinforced Concrete SY 4,980 210, 654. 00 Pavement,com fete -in- lace 02751 42.30 14 DEDUCT-6" Lime Stabilized SY 5,720 2.75 15,730.00 Subgrade 02336 15 DEDUCT- 4"x12" Reinforced LF 575 8.00 Concrete Curb 02771 4,600.00 16 DEDUCT- 6" Reinforced Concrete LF 885 3,540.00 Curb 02771 4.00 City of La Porte Yd. Street Paving and Drainage Improvements Section 00040 ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 17 DEDUCT -Lime 8% 02336 TON 153 160.00 24,480,00 18 DEDUCT- 6 " Reinforced Concrete SY 430 43 . 00 18,490.00 Driveways 02754 19 DEDUCT-4.5" Concrete Sidewalk, complete -in -place 02775 SF 29,980 6.00 179, 880 .00 20 DEDUCT- Curb Ramps, complete -in- EA 35 1, 415. o lace 02775 49 525.00 DEMOLITION 525 699.00 DEDUCT- Remove and Dispose of 21 Pavement, Street, Drives, and SY 5,750 4.50 25, 875.00 Sidewalk, All Thicknesses 02221 DEDUCT- Remove and Dispose of 22 Storm Sewer Pipe and Structures LS 0.2 12, 000.00 02221 12,000.00 STORM SEWER 37,875.00 23 DEDUCT- Type "C" Concrete Manhole02633 EA 4 O 3 GzGiD 15, 560. 00 24 DEDUCT- Concrete Junction Box EA 1 Structure, All Types 02633 Q3 13,344.00 25 DEDUCT- Type "Cl" Inlet 02633 EA 4 12,668.00 27 DEDUCT- Type "A" Inlet 02633 EA 8 18, 920.00 28 DEDUCT- 24" RCP Storm Sewer LF 238 / 18,088.00 02631 , p 29 DEDUCT- 30"RCP Storm Sewer 02631 LF 76 ) �Q 7,600.00 32 DEDUCT- 48" RCP Storm Sewer LF 562 02631 )'�� 99,474.00 UTILITY ITEMS 185,654.00 DEDUCT- 12" Water Line Offset, 37 Complete -in -place (02511) LF 130 80.00 10,400.00 ALTERNATE 3 BID ITEM TOTAL (801, 262.20) D. TOTAL BASE BID PRICE PLUS ALTERNATE 3 $ 4,613,117.10 (SUM OF TOTAL BASE BID AND ALTERNATE 3) 00040 - 9 City of La Porte 3 0 Street Paving and Drainage Improvements Section 00300 City of La Porte Forms City of La Porte Forms, Certifications, Notifications • Certification by bidder (Required) • Indemnity Hold Harmless Agreement (Required) • Protection of Resident Workers (Required) • Conflict of Interest Questionnaire (Required) City of La Porte P Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE RESPONDENT AFFIDAVIT The foregoing prices shall include all labor, materials, equipment, removal, overhead, profit, freight, Insurance, etc., to cover the finished work specified in this bid. All items bid and installed under this procurement must be new and unused and in undamaged condition. The City of La Porte Is tax exempt and no taxes shall be included in the pricing of this solicitation. Respondent understands that the Owner reserves the right to reject any or all bids and to waive any informalities in the solicitation. The respondent agrees that this solicitation shall be good and may not be withdrawn for a period of sixty (60) calendar days after the scheduled closing time for receiving submittals. The undersigned affirms they are duly authorized to represent this firm, that this proposal has not been prepared in collusion with any other firm, and that the contents contained herein have not been communicated to any other firm prior to the official opening. Respectfully submitted: Business Name: Metro City Construction, L.P. Address: Printed Name: 1006 Red Bluff Road Pasadena, Texas 77506 Robert N. Smither Authorized Signature: /cd,,��� Date: 11/14/2013 00300 - 2 City of La Porte 3ntl Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE CERTIFICATION OF RESPONDENT City of La Porte Ordinance #98-2217 prohibits any expenditure for goods or services by the City of La Porte from any person, firm, or corporation owing any delinquent indebtedness to the City. The undersigned respondent further certifies that it is in compliance with the requirements of said ordinance. A copy of the ordinance may be obtained by contacting the City of La Porte Purchasing Division at 281-470-5126. If undersigned bidder is not in compliance with Ordinance 98-2217, it hereby assigns to the City of La Porte, the amount of its delinquent Indebtedness to the City of La Porte, to be deducted by the City of La Porte from the amounts due the undersigned. Failure to remit this certification with the response or non-compliance with said ordinance shall be just cause for rejection or disqualification of submitted proposal. X The undersigned hereby certifies that it is in compliance with Ordinance 98-2217. Or The undersigned assigns to the City of La Porte, the amount of its delinquent indebtedness, to be deducted by the City of La Porte from the amounts due the undersigned. (Initial one of the above) Business Name: Address: Metro City Construction, L.P. 1006 Red Bluff Road Pasadena, Texas 77506 Printed Name: Robert N. Smither Authorized Signature: Date: 11 / 14 /2 013 00300 - 3 City of La Porte Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE PROTECTION OF RESIDENT WORKERS COMPLIANCE The City of La Porte, Texas actively supports the Immigration and Nationality Act (INA) which Includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers may hire only persons who may legally work in the United States (i.e., citizens and nationals of the U.S.) and aliens authorized to work in the U.S. The employer must verify the identity and employment eligibility of anyone to be hired, which includes completing the Employment Eligibility Verification Form (1-9). The Contractor shall establish appropriate procedures and controls so no services or products under the Contract Documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment. Business Name: Metro City Construction,L.P. Address: 1006 Red Bluff Road Pasadena, Texas 77506 Printed Name: Robert N. Smither, Authorized Signature: Date: 11 / 14 / 2 013 00300 - 4 City of La Porte Yd Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE INDEMNITY HOLD HARMLESS AGREEMENT To the fullest extent permitted by law, Contractor, its successors, assigns and guarantors, shall pay, defend, Indemnify and hold harmless the City of La Porte, its agents, representatives, officers, directors, officials and employees from and against all allegations, demands, proceedings, suits, actions, claims, including claims of patent or copyright infringement, damages, losses, expenses, including but not limited to, attorney's fees, court costs, and the cost of appellate proceedings, and all claim adjusting and handling expenses, related to, arising from or out of or resulting from any actions, acts, errors, mistakes or omissions caused in whole or part by Contractor relating to work, services and/or products provided in the performance of this Contract, including but not limited to, any Subcontractor or anyone directly or indirectly employed by or working as an independent contractor for Contractor or said Subcontractors or anyone for whose acts any of them may be liable and any injury or damages claimed by any of Contractor's and Subcontractor's employees or independent contractors. The Contractor expressly understands and agrees that any insurance policies required by this contract, or otherwise provided by the Contractor, shall in no way limit the responsibility to indemnify, keep and save harmless and defend the City of La Porte, Its Council members, officers, agents and employees and herein provided. Business Name: Metro City Construction, L.P. Address: 1006 Red Bluff Road Pasadena, Texas 77506 Printed Name: Robert N. Smither Authorized Signature: If t44,20J /:,� Date: 11/ 14 /2013 00300 - 5 City of Le Porte Yd. Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity This gWsbOnlhanfe rebech Changes lneae to IN kW by H.B. Ulf, Gail Leg_ Regukr Session. OFFICEVSEONLY This questlonnalrels being filed In accordancewilh Chapter 170. Local Government Code oak eecrbea by a person who has a business relationship as defined by Section 178.001(1-9) with a local governmental entity and the person meets requirements under Sedlon 178.008(a). By law this questionnaire must be filed with the records adminWratorof the local govermnontal entity not later Bran the 7th business day after the date Ilia persan becomes aware of facts that require the statement to be filed. See Section 178.000, Local Government Code. A person commits an offense if the person knowingly violates Section 170.000, Local Government Code. An offeme under this sectionIs a Class C misdemeanor. 1 Name of person who has a business relationship with lord governmental entity. Anthony Ray Rodriguez : ❑Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you Ole an updated completed questionnaire with the appropriate filing authority not later than the 7dh business day after the dale the apnaly filed questionnaire becomes kxcmpkte or inaccurate.) Hama of local government officer with whom filer has employment or business relalionship. Name of Officer This sacCon (Am 3 Including subparts A, B. C 6 D) must be completed for each officer with whom the filer has an employment or oherbusiness relaEcnship as defined by section MASI("). Local Gcvemmenl Code. Attach addkonal pages to this Form CIO as necessary. A Is the local government officer named in this section moeivkng or likely to receive taxable income, other than Investment income. tram the filer of tl a questionnaire? Yes E-1 No B. Is ate frkn of the questionnaire receiving or likely to mo&e taxable Income, other than Invesknant hioa ne, from or at the mreciton of the local government officer named in this section AND the taxable income is not received from the local governmental entity? Yes E-1 No C. Is the filer Of this questionnire employed by a corporation or other business entity with inspect to which the local government officer serves as an officer or director, or holds an ownership of 10 percent of more? FlYes E-1 No D. Describe each engkyment or business relationship with the local government officer named In this section. NONE Robe" rt he rr Anthony Ray Rodriquez 11/14/2013 Signature of person doing aamess with tN governmental erdAy, Daft . Adopted 06129r2007 00300 - 6 RESOLUTION NO. Z Q— L. A RESOLUTION OF THE CITY OF LA PORTE ADOPTING A SECTION 3 LOCAL OPPORTUNITY PLAN FOR GRANT PROGRAMS. WHEREAS, the City shall strive to attain goals for compliance to Section 3 regulations by increasing opportunities for employment and by contracting with Section 3 residents and businesses within its jurisdictional boundaries in accordance with an adopted Section / 3 Local Opportunity Plan. THEREFORE, the City Council hereby resolves to adopt a Section 3 Local Opportunity Plan, attached hereto and incorporated herein. P ed d opted by the City Council of the City of La Porte, Texas, on the � day of 2012. ATTEST: G2 Patrice Fogarty, Ci S retary CITY OF 8 A TEXAS Clark Askins, Assistant City Attorney 00300-7 SECTION 3 LOCAL OPPORTUNITY PLAN I In accordance with 12 U.S.C. 1701u, (Section 3), the City of La Porte agrees to Implement the following steps, which, to the greatest extent feasible, will provide job training, employment and contracting opportunities for Section 3 residents and Section 3 businesses of the areas in which the program/project Is being carried out. A. Introduce and pass a resolution adopting this plan as a policy to strive to attain goals for compliance to Section 3 regulations by Increasing opportunities for employment and contracting for Section 3 residents and businesses. B. Assign duties related to implementation of this plan to the designated Section 3 Coordinator. C. Notify Section 3 residents and business concerns of potential new employment and contracting opportunities as they are triggered by grant awards through the use of: Public Hearings and related advertisements; public notices; bidding advertisements and bid documents; notification to local business organizations such as the Chamber(s) of Commerce or the Urban League; local advertising media including public signage; project area committees and citizen advisory boards; local HUD offices; regional planning agencies; and all other appropriate referral sources. Include Section 3 clauses In all covered solicitations and contracts. D. Maintain a list of those businesses that have Identified themselves as Section 3 businesses for utilization in grant funded procurements, notify those businesses of pending contractual opportunities, and make this list available for general Grant Recipient procurement needs. E. Maintain a list of those persons who have Identified themselves as Section 3 residents and contact those persons when hiring/training opportunities are available through either the Grant Recipient or contractors. F. Require that all Prime contractors and subcontractors with contracts over $100,000 commit to this plan as part of their contract work. Monitor the contractors' performance with respect to meeting Section 3 requirements and require that they submit reports as may be required by HUD or the State to the Grant Recipient. G. Submit reports as required by HUD or the GLO regarding contracting with Section 3 businesses and/or employment as they occur; and submit monthly reports monthly that Identify and quantify Section 3 businesses and employees. H. Maintain records, including copies of correspondence, memoranda, etc., which document all actions taken to comply with Section 3 regulations. As officers and representatives of the City of La Porte, we the undersigned have read and fully agree to this plan, and become a party to the full Implementation of this program. zoc)_ orby bander, City anager -Date of La Porte CHILD SUPPORT Section 00310 CHILD SUPPORT AFFIDAVIT Under Section 231.006, Family Code, a child support obligor who is more than 30 days delinquent in paying child support and a business entity in which the obligor is a sole proprietor, partner, shareholder, or owner with an ownership interest of at least 25 percent is not eligible to: (1) receive payments from state funds under a contract to provide property, materials, or services; or (2) receive a state -funded grant or loan. To comply with Section 231.006, the affidavit below shall be signed by the person who is authorized to sign and submit a bid, and thereby bind the Bidder, and must be returned with the Bid. A failure to do so will result in the disqualification of the Bid. Robert N. Smither Chief Estimator am authorized to sign this Bid on behalf of (Name and Title) Metro City Construction, L.P. ,a Limited Partnership (Name of Bidder) (insert type of business, i.e., sole proprietorship, Partnership, corporation or other) I certify that the individual or business entity named in this contract is not ineligible under Texas Family Code section 231.006 to receive the specified. grant, loan, or payment and acknowledges that this contract may be terminated and payment may be withheld if this certification is inaccurate. 4, -�%� 11/14/2013 (Affiant's Signature) —� (Date) SWORN AND SUBSCRIBED by me on this 14 th day of November , A. D. 20 Notary Public in and for Harris County_ County, Texas. EM pREE, JR.Stem of TesasNotary ublic Signature sion Expiros2e, 4016 _ Orrell Espree Jr. Print or Type Notary Public Name NOTARY SEAL My Commission Expires: /— 7-6 /(o END OF DOCUMENT 00310-1 of La Porte Section 00400 STATEMENT OF BIDDER'S QUALIFICATIONS STATEMENTS OF All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional Information he desires. Name of Bidder: Metro City Construction, L. PDale Organized: 2002 Address: Date Incorporated Number of Years in contracting business under present name eleven CONTRACTS ON HAND: Contract Amount $ Completion Date Type of work performed by your company: Paving, Storm Sewers, Utilties Have you ever failed to complete any work awarded to you? Have you ever defaulted on a contract? No No List the projects most recently completed by your firm (Include project of similar Importance): Project Major equipment available for this contract: Amount $ MoNr Completed Attach resume(s) for the principal member(s) of your organization, including the officers as well as the proposed superintendent for the project. Credit available: $ Bank reference: The undersigned hereby authorizes and requests any person, firm, or corporation to furnish any information requested by the in verification of the recitals comprising this Statement of Bidders Qualifications. Executed this 14th day of November m 2013 By:(signature) Title: Chief Estimator (print name) Robert N. Smither R0111III City of La Porte STATEMENTS OF 3'd Street Pavine and Drainage Improvements BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. Name of Bidder: Metro City Construction, L.P. Date Organized: 2002 Address: 1006 Red Bluff Road Date Incorporated: Pasadena, Texas 77506 Number of Years in contracting business under current name: 11 Are you a Section 3 business? (see below) o Yes s No Section 3 Business Concerns: a) Businesses that are 51 percent or more owned by Section 3 residents; b) Businesses whose permanent, full-time employees include persons, at least 30 percent of whom are currently Section 3 residents, or within three years of the date of first employment with the firm were Section 3 residents; c) Businesses that provide evidence of a commitment to subcontract in excess of 25 percent of the dollar amount of all subcontracts to be awarded to businesses that meet the qualifications described above; or d) Businesses located within the Grant Recipient's jurisdiction that identify themselves as _Section 3 Business Concerns because they provide economic opportunities for low- and very low income persons. CONTRACTS ON HAND: Contracts Dollar Amount Completion Date Type of work performed by your company: Have you ever failed to complete any work awarded to you? Have you ever defaulted on a contract? List the projects most recently completed by your firm (Include project of similar Importance): Project Dollar Amount MoNr Completed Major equipment available for this contract: 00400-2 of La Porte STATEMENTS OF Attach resume(s) for the principal member(s) of your organization, including the officers as well as the proposed superintendent for the project. Credit available: Bank reference: The undersigned hereby authorizes and requests any person, Information requested by the recitals comprising this Statement of Bidder's Qualifications. firm, or corporation to furnish any in verification of the Executed this _ / 411-4 day of AhQL_, X 2jQD_. by: 7( /�XL 4 4 (Signature) TI (Title) U.S. Department of Housing and Urban Development CERTIFICATION OF BIDDER REGARDING CIVIL RIGHTS LAWS AND REGULATIONS INSTRUCTIONS CERTIFICATION OF BIDDER REGARDING Executive Order 11246 and Federal Laws Requiring Federal Contractor to adopt and abide by equal employment opportunity and affirmative action in their hiring, firing, and promotion practices. This Includes practices related to race, color, gender, religion, national origin, disability, and veterans' rights. NAME AND ADDRESS OF BIDDER (include ZIP Code) Metro City Construction, L.P. 1006 Red Bluff Road Pasadena, Texas 77506 CERTIFICATION BY BIDDER Bidder has participated in a previous contract or subcontract subject to Civil Rights Laws and Regulations. ® Yes❑ No The undersigned hereby certifies that: IN The Provision of Local Training. Employment, and Business Opportunities clause (Section 3 provision) is included in the Contract. A written Section 3 plan (Local Opportunity Plan) was prepared and submitted as part of the bid proceedings if bidequals or exceeds $100 000 . 1110111M of La Porte STATEMENTS OF ® The Non Sear gated Facilities clause (Section 109 provision) is included in the Contract. No segregated facilities will be maintained as required by Title VI of the Civil Rights Act of 1964. El The Equal Employment Opportunity clause is Included in the Contract (if bid equals or exceeds $10,000). ® The Affirmative Action for Handicapped Workers clause Is Included in the contract. Have you ever been or are you being considered for sanction due to violation of Executive Order 11246, as amended? ❑ Yes ® No NAME AND TITLE OF SIGNER (Please type) Robert N. Smither Chief Estimator SIGNATURE DATE 11 2013 MINORITY/FEMALE GOALS AND TIMETABLES The female employment goal is effective as of April 1980 and Is currently 6.9%. The percentages for minority participation in Texas are: Texarkana Area: Texarkana & Bowie Co. 19.7 Non-MSA Counties of Camp, Cass, Lamar, Morris, Red. River &Titus. =. "- -. - 20.2 Tvler-Lonaview Area: Longview, Gregg Co. & Harrison Co.' :: _. .22.8 Tyler & Smith Co. 23.5 Non -MSA Counties.of Anderson, Angelina, Cherokee, Henderson, Marton;:Nacogdoches, = ::225. Panola, Rusk, San Augustine, Shelby, Upshur & Wood Beaumont -Port Arthur Area: Beaumont, Port Arthur, Orange, Hardin Co., Jefferson Co., & Orange Co_ 22.6 NoMSA Counties of Jasper, Houston, Newton, Sabine, & Tyler' 22.6 Houston Area: Bryan, College Station & Brazos Co. 23.7 Galveston, Texas City &:Galveston CO. 28.9 Houston, Brazoria Co., Fort Bend Co., Harris Co., Liberty Co., Montgomery Co. & Waller Co. 27.3 Non-MSA Counties of Austin,:Burleson, Calhoun,:.Chambers, Colorado; DeWitt, Fayette, Waller-Go. Grimes, Jackson, Lavaca; -Leon, Madison, Matagorda Polk, Robertson an Jacinto Trinily, Victoria, Walker, Washington, & Wharton..-:::_.:..,= 00400-4 of La Porte STATEMENTS OF Austin Area: Austin, Hays Co., Travis Co., & Williamson Co. 24.1 Non-MSA Counties of Bastrop; Blanco; Burnet, Caldwell; Lee & Llano = 24.2 Waco, Killeen. Temple Area: Killeen_, Temple; B611 Co..& Coryell.Co: 16.4 Waco & McLennan Co. 20.7 Non-MSA Counties of Bosque .Fall.s,.'Freestone;Hamilton,Bill, Lampasas, _Limestone, Milani &;:::18.6 Mills :.. Dallas. Fort Worth Area: alas; Fort Worth, Collin,Co., Pallas. Co.; Denton Co.; Ellis _Co.,- Hood. Co.,;Johnson_to;_" :::;::_;.:: 18.2 .: Kaufman Co., Parker Co., Rockwall Co. jarrant.Co.'& Wise Co Sherman, Denison & Grayson Co. 9.4 .:Non-MSA_Countie s of Cooke, Delta;'Erath, Fannin; Fr anklin;'Hopki .s,_Hunt; Jack,,Montague, , "-. 17.2 Navarro, Palo Pinto, Rains, Sorrierve0, & Van Zandt = Wichita Falls Area: Wichita Falls, Clay Co. & Wichita Co. 12.4 Non-MSA Counties of Archer, Baylor, Cottle, Foard Hardeman, Wilbar er & Youn Abilene Area: Abilene, Callaghan Co., Jones Co. & Taylor Co. 11.6 Non-MSACounties of Brown, .Coleman, Comanche,;Eastland, Fisher, Haskell; Kent;.Knox;_, ::: ": 10.9. Mitchell, Nolan, Scurry, Shackleford, Stephens; Stonewall & Throckniorlon :... San Angelo Area: San Angelo & Tom Green Co. 19.2 Non-MSA,Counties of Coke; Concho, Crockett,.irlon; Kimble, McCullough*Menard, ,_ ;; :, 20,.0 ............. . Reagan, Runnels; -Sari Saba;:Schleicher, Sterling, Sutton &Terrell - :: �::.:: � : = ....... San Antonlo Area: Laredo & Webb Co. :. :.:::.:.:::....::::.:::.. :. . : ::::. . >.;--;.: ; ::.:.::: ..: .:. .::.: .:: 87.3 San Antonio, Bexar Co., Comal Co. & Guadalupe Co. 47.8 Non-MSA Counties_of Atascosa, Bandera, Dimmit; Edwards, Frio,,Glllespie, Gonzales, Jim.:.:.: 49.4 Hogg, Karnes, Kendall, Kerr,,Kinney, LaSalle, McMulle..n,.Mayerick; Medina,.Real,:Uvalde,:Val ;:...: Verde, Wilson, Zapata & Zavala Corpus Christi Area: Corpus Christi, Nueces Co. & San Palricio Co. 41.7. Non-MSA :Counties of Aransas, Bee;Brooks, Duva..l, Jim Wells, Kenedy, Kleburg,. Live Oak :& :_ ;-,,144.2.. :Refuglo Brownsville. McAllen, Harlingen Area: Brownsville, Harlingen, San Benito & Cameron Co. ... . : 71.0 McAllen, Pharr, Edinburg & Hidalgo Co. 72.8 Non=MSA Counties of Starr& Willac y ... .: ...... ...... .:.::.::.:.. ..... ...... 72.9 Odessa, Midland Area: 00400-5 of La Porte STATEMENTS OF Midland &Midland Co ...:::::: :::. :.-:..,:. ..-...., ...,..._ .._ ----- Odessa & Ector Co. 15.1 'Non-MSA Counties.of Andrew_s,.Crane, Glasscock,,, Howard,.:Loving; Marlin;, Pecos, Reeves,' Upton; Ward & Winkler. •, El Paso Area: El Paso & El Paso Co. 57•8 Non-MSA Counties of Brewster, Culbertson, Hudspeth; Jeff Davis & Presidio Lubbock Area: Lubbock & Lubbock Co. 19.6 Non-MSA Counties of Bailey, Borden, Cochran, Crosby,:Dawson,. Dickens; Floyd,.GaInes, ::: _- :19.5. Garza, Bale, Hockley, King, Lamb, Lynn, Motley, Tetry & Yoakum Amarillo Area: Amarillo, Potter Co. & Randall Co. 9.3 Non_MSA Counties of Armstrong, Briscoe, Carson, Castro, Childress,..Collingsworth, Dallarn, .; _: ...11.0 Deaf Smith; Donley, Gray, Hall, Hansford; Hartley, Hemphill, Hutchinson, Lipscomb, Moore,.. Ochiltree, Oldham, Parmer, Roberts.. Sherman, Swisher, & Wheeler Equal Opportunity Guidelines for Construction Contractors Note: To be Included In bid packet and distributed at the preconstruction conference (optional) 1. What are the responsibilities of the offeror or bidder to Insure equal employment opportunity? The offeror or bidder must comply with the "Equal Opportunity Clause" and the "Standard Federal Equal Opportunity Construction Contract Specifications." 2. Are construction contractors required to Insure a comfortable working environment for all employees? Yes, It is the construction contractor's responsibility to provide an environment free of harassment, intimidation, and coercion to all employees and to notify all foremen and supervisors to carry out this obligation, with specific attention to minority or female individuals. 3. To alleviate developing separate facilities for men and women on all sites, can a construction contractor place all women employees on one site? No, two or more women should be assigned to each site when possible. 4. Are construction contractors required to make special outreach efforts to minority and female recruitment sources? Yes, construction contractors must establish a current list of minority and female recruitment sources. Notification of employment opportunities, including the availability of on-the-job training and apprenticeship programs, should be given to these sources. The efforts of the construction contractors should be kept in file. 5. Should records be maintained on the number of minority and females applying for positions with construction contractors? 00400-6 of La Porte STATEMENTS OF Yes, records must be maintained to Include a current list of names, addresses and telephone numbers of all minority and female applicants. The documentation should also include the results of the applications submitted. 6. What happens If a woman or minority is sent to the union by the Contractor and Is not referred back to the Contractor for employment? If the unions impede the construction contractor's responsibility to provide equal employment opportunity, a written notice should be submitted to TXCDBG. 7. What efforts are made by construction contractors to create entry-level positions for women and minorities? Construction contractors are required to develop on-the-job training programs, or participate in training programs, especially those funded by the Department of Labor, to create positions for women and minorities and to meet employment needs. 8. Are any efforts made by the Contractor to publicize their Equal Employment Opportunity (EEO) policy? Yes, the construction contractor is responsible for notifying unions and sources of training programs of their equal employment opportunity policy. Unions should be requested to cooperate in the effort of equal opportunity. The policy should be included in any appropriate manuals, or collective bargaining agreements. The construction contractor is encouraged to. publicize the equal employment opportunity policy in the company newspaper and annual report. The Contractor Is also responsible to include the EEO policy in all media advertisement. 9. Are any in-service training programs provided for staff to update the EEO policy? At least annually a review of the EEO policy and the affirmative action obligations are required of all personnel employees of a decision -making status. A record of the meeting Including date, time, location, persons present, subject matter discussed, and disposition of the subject matter should be maintained. 10. What recruitment efforts are made for minorities and women? The construction contractor must notify, both orally and in writing, minority and female recruitment sources one month prior to the date of acceptance for apprenticeship or other training programs. 11. Are any measures taken to encourage promotions for minorities and women? Yes, an annual evaluation should be conducted for all minority and female personnel to encourage these employees to seek higher positions. 12, What efforts are taken to Insure that personnel policies are in accordance with the EEO policy? Personnel policies in regard to job practices, work assignments, etc. should be continually monitored to Insure that the EEO policy is carried out. 13. Can women be excluded from utilizing any facilities available to men? No, all facilities and company activities are non -segregated except for bathrooms or changing facilities to insure privacy. 14. What efforts are made to utilize minority and female contractors and suppliers? None, however records are kept of all offers to minority and female construction contractors. 00400-7 of La Porte STATEMENTS OF 15. If a construction contractor participates in a business related association that does not comply with affirmative action standards, does that show his/her failure to comply? No, the construction contractor is responsible for its own compliance. 16. WIII a construction contractor be in violation of EEO policy and affirmative action if he sets up one set of goals to Include minorities and women? Yes. There is a separate goal for minorities and a separate single goal for women. The construction contractor is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women both minority and non -minority. 17. Can a construction contractor hire a subcontractor who has been debarred from government contracts pursuant to EEO? No. The construction contractor must suspend, terminate or cancel its contract with any Subcontractor who is in violation of the EEO policy. 18. What effort has been taken by the construction contractor to monitor all employment to Insure the company EEO policy Is being carried out? The construction contractor must designate a responsible individual to keep accurate records of all employees that Includes specific Information required by the government. of La Porte Section 00410 CONTRACTOR CERTIFICATIONS U.S. Dopartment of Housing and Urban Development CERTIFICATION OF BIDDER REGARDING CIVIL RIGHTS LAWS AND REGULATIONS INSTRUCTIONS CERTIFICATION OF BIDDER REGARDING Executive Order 11246 and Federal Laws Requiring Federal Contractor to adopt and abide by equal employment opportunity and affirmative action In their hiring, firing, and promotion practices. This Includes practices related to race, color, gender, religion, national origin, disability, and veterans' rights. NAME AND ADDRESS OF BIDDER (inpfude ZIP CodB) Metro City Constructtion, L.Pl 1006 Red Bluff Road Pasadena, Texas 77506 CERTIFICATION BY BIDDER Bidder has participated In a previous contract or subcontract subject to Civil Rights Laws and Regulations. 19 Yes ❑ No The undersigned hereby certifies that: ® The Provision of Local Training. Employment and Business Opportunities clause (Section 3 provision) Is Included In the Contract. A written Section 3 plan (Local Opportunity Plan) was prepared and submitted as pert of the bid proceedings (if bid equals or exceeds $100.000). S The Non Segregated Facilities clause (Section 109 provision) is Included In the Contract. No segregated facilities will be maintained as required by Title VI of the Civil Rights Act of 1964. M The Equal Employment Opportunity dauss Is included In the Contract (if bid equals or exceeds $10,000). M The Affirmative Action for Handicapped Workers clause is Included in the contract. Have you ever been or are you being considered for sanction due to violation of Executive Order 11246, as amended? ❑ Yes M No NAME AND TITLE OF SIGNER (Please type) Robert N. Smither Chief Estimator /l SIGNATURE DATE END OF DOCUMENT 00410-1 of La Porte NONCOLLUSION AFFIDAVIT State of Texas County of Harri Section 00420 NONCOLLUSION AFFIDAVIT OF PRIME BIDDER Robert N. Smither being first duly sworn, deposes and says that: Metro City (1) He is Chief Estimator submitted the attached Bid; of Construction L.P. , the Bidder that has (2) He is fully Informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; (3) Such Bid is genuine and Is not a collusive or sham Bid; (4) Neither the said Bidder nor any of its officers, partners, owners, agents, representatives, employees or parties in Interest, including this affiant, has in any way colluded, conspired, connived or agreed, directly or indirectly with another Bidder, firm or person to submit a collusive or sham Bid in connection with the Contract for which the attached Bid has been submitted or to refrain from bidding in connection with such Contract, or has in any manner, directly or Indirectly, sought by agreement or collusion or communication or conference with any other Bidder, firm or person to fix the price or prices in the attached Bid or of any other Bidder, or to fix an overhead, profit or cost element of the Bid price or the Bid price of any other Bidder, or to secure through any collusion, conspiracy, connivance or unlawful agreement any advantage against the City of La Porte (Local Public Agency) or any person Interested in the proposed Contract; and (5) The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the Bidder or any of its agents, representatives, owners, employees, or parties in Interest, including this affiant. (Signed) 'e Chief Estimator Subscribed and sworn to me this 14th day of November 2013 1' s"c'th`P� Notary 0 RELL ESPREE, A Public, Stato of Texas !•,.'A �! My Commission EaPlr=S JanuafY 2b, 2016 My commission expi� a Title By: 0'?' j 4 Notary Public END OF DOCUMENT 00420-1 City of La Porte 3rd Streel Pavine and Drainaee Inrnrovements TITLE 29 LABOR 00430 COPELAND ACT Copeland Act Regulations Title 29 LABOR Subtitle A — Office of the Secretary of Labor Sec. 3.1 Purpose and scope 3.2 Definitions 3.3 Weekly statement with respect to payment of wages 3.4 Submission of weekly statements and the preservation and Inspection of weekly payroll records. 3.5 Payroll deductions permissible without application to or approval of the Secretary of labor. 3.6 Payroll deductions permissible with the approval of the Secretary of Labor. 3.7 Applications for the approval of the Secretary of Labor 3.8 Action by the Secretary of Labor upon applications. 3.9 Prohibited payroll deductions. 3.10 Methods of payment of wages. 3.11 Regulations part of contract. AUTHORITY: The provisions of this Part 3 issued under R.S. 161, sec. 2, 48 Stat. §48; Reorg. Plan No. 14 of 1950, 64 Stat. 1267. 5 U.S.C. Appendix; 5 U.S.C. 301; 40 U.S.C. 276c. SOURCE: The provisions of this Part 3 appear at 29 F.R. 97, Jan. 4, 1964, unless otherwise noted. Section 3.1 Purpose and Scope. This part prescribes "anti -kickback" regulations under section 2 of the Act of June 13, 1934, as amended (40 U.S.C. 276c), popularly known as the Copeland Act. This part applies to any contract which Is subject to Federal wage standards and which Is for the construction, prosecution, completion, or repair of public buildings, public works or buildings or works financed in whole or I n . part by loans or grants from the United Stales. The part Is intended to aid In the enforcement of the PART 3 — CONTRACTORS AND SUBCONTRACTORS ON PUBLIC BUILDING OR PUBLIC WORK FINANCED IN WHOLE OR IN PART BY LOANS OR GRANTS FROM THE UNITED STATES minimum wage provisions of the Davis -Bacon Act and the various statutes dealing with Federally -assisted construction that contain similar minimum wage provisions, Including those provisions which are not subject to Reorganization Plan No. 14 (e.g., the College Housing Act of 1950, the Federal Water Pollution Control Act, and the Housing Act of 1959), and In the enforcement of the overtime provisions of the Contract Work Hours Standards Act whenever they are applicable to construction work. The part details the obligation of contractors and subcontractors relative to the weekly submission of statements regarding the wages paid on work covered thereby; sets forth the circumstances and procedures governing the making of payroll deductions from the wages of those employed on such work; and delineates the methods of payment permissible on such work. Section 3.2 Definitions. As used in the regulations In this part: (a) The terms "building' or work" generally Include construction activity as distinguished from manufacturing, furnishing of materials, or servicing and maintenance work. The terms include, without limitation, buildings, structures, and Improvements of all types, such as bridges, dams, plants, highways, parkways, streets, subways, tunnels, sewers, mains, poweriines, pumping stations, railways, airports, terminals, docks, piers, wharves, ways, lighthouses, buoys, jetties, breakwaters, levees, and canals;, dredging, shoring, scaffolding, drilling, blasting, excavating, clearing, and landscaping. Unless conducted in connection with and at the site of such a building or work as Is described in the foregoing sentence, the manufacture or furnishing of materials, articles, supplies, or equipment (whether or not a Federal or Slate 00430 -1 City of Shoreacres Multiple Sheet Paving and Drainage Improvements TITLE 29 LABOR agency acquires title to such materials, articles, supplies, or equipment during the course of the manufacture or furnishing, or owns the materials from which they are manufactured or furnished) Is not a "building" or "work" within the meaning of the regulations In this part. (b) The terms "construction," "prosecution," "completion," or "repair" mean all types of work done on a particular building or work at the site thereof, Including, without limitation, altering, remodeling, painting and decorating, the transporting of materials and supplies to or from the building or work by the employees of the construction contractor or construction subcontractor, and the manufacturing or furnishing of materials, articles, supplies, or equipment on the site of the building or work, by persons employed at the site by the contractor or subcontractor. (c) The terms "public building" or "public work" Include building or work for whose construction, prosecution, completion, or repair, as defined above, a Federal agency Is a contracting party, regardless of whether title thereof Is In a Federal agency. (d) The term "building or work financed In whole or In part by loans or grants from the Unites States" Includes building or work for whose construction, prosecution, completion, or repair, as defined above, payment or part payment Is made directly or Indirectly from funds provided by loans or grants by a Federal agency. The term Includes building or work for which the Federal assistance granted is in the form of loan guarantees or Insurance. (a) Every person paid by a contractor or subcontractor in any manner for his labor In the construction, prosecution, completion, or repair of a public building or public work or building or work financed In whole or in part by loans or grants from the United States is "employed" and receiving "wages," regardless of any contractual relationship alleged to exist between him and the real employer. (f) The term "any affiliated person" includes a spouse, child, parent, or other close relative of the contractor or subcontractor; a partner or officer of the contractor or subcontractor, a corporation closely connected with the contractor or subcontractor as parent, subsidiary or otherwise, and an officer or agent of such corporation. (g) The term "Federal agency" means the United States, the D1 strict of Columbia, and all executive departments, Independent establishments, administrative agencies, and instrumentality's of the United States and of the District of Columbia, including corporations, all or substantially all of the stock of which Is beneficially owned by the U sited States, by the District of Columbia, or any of the foregoing departments, establishments, agencies, and Instrumentality's. (29 FR 97, Jan. 4, 1961, as amended at 33 FR 32575, Nov. 27, 1973) Section 3.3 Weekly statement with respect to payment of wages. (a) As used In this section, the term "employee" shall not apply to persons In classifications higher than that of laborer or mechanic and those who are the immediate supervisors of such employees. (b) Each contractor or subcontractor engaged in the construction, prosecution, completion, or repair or any public building or public work, or building or work financed in whole or in part by loans or grants from the United States, shall furnish each week a statement with respect to the wages paid each of its employees engaged on work covered by 29 CFR Parts 3 and 5 during the preceding weekly payroll period. This statement shall be executed by the contractor or subcontractor or by an authorized officer of employee of the contractor or subcontractor who supervises the payment of wages, and shall be on form WH 348, "Statement of Compliance," or on an identical form on the back of WH 347, "Payroll (For Contractors Optional Use)" or on any form with identical wording. Sample copies of WI -I 347 and WH 348 may be obtained from the Government contracting or sponsoring agency, and copies of these forms may be purchased at the Government Printing Office, (c) The requirements of this section shall not apply to any contract of $2,000 o r less. (d) Upon a written finding by the head of a Federal agency, the Secretary of Labor may provide reasonable limitations, variations, tolerances, and exemptions from the requirements of this section subject to such conditions as the Secretary of Labor may specify. (29 F.R. 95, Jan. 4, 1964, as amended at 33 F.R. 10186, July 17, 1968) Section 3.4 Submission of weekly statements and the preservation and 00430 -2 City of Shoreacres Multiple Sheet Paving and Drainage ling)-ovements TITLE 29 LABOR Inspection of weekly payroll records. (a) Each weekly statement required under §3.3 shall be delivered by the contractor or subcontractor, within seven days after the regular payment date of the payroll period, to a representative of a Federal or State agency in charge at the site of the building or work, or if there is no representative of a Federal or State agency at the site of the building or work, the statement shall be mailed by the contractor or subcontractor, within such time, to a Federal or Stale agency contracting for or financing the building or work. After such examination and check as may be made, such statement, or a copy thereof, shall be kept available, or shall be transmitted together with a report of any violation, in accordance with applicable procedures prescribed by the United Slates Department of Labor. (b) Each contractor or subcontractor shall preserve his weekly payroll records for a period of three years from date of completion of the contract. The payroll records shall set out accurately and completely the name and address of each laborer and mechanic, his correct classification, rate of pay, daily and weekly number of hours worked, deductions made, and actual wages paid. Such payroll records shall be made available at all times for Inspection by the contracting officer or his authorized representative, and by authorized representatives of the Department of Labor. Section 3.5 Payroll deductions permissible without application to or approval of the Secretary of Labor. Deductions made under the circumstances or in the situations described In the paragraphs of this section may be made without application to and approval of the Secretary of Labor: Any deduction made in compliance with the requirements of Federal, State, or local law, such as Federal or State withholding Income taxes and Federal social security taxes. (a) Any deduction of sums previously paid to the employee as a bona fide prepayment of wages when such prepayment Is made without discount or Interest. A "bona fide prepayment of wages" is considered to have been made only when cash or its equivalent has been advanced to the person employed In such manner as to give him complete freedom of disposition of the advanced funds. (b) Any deduction of amounts required by court process to be paid to another, unless, the deduction is in favor of the contractor, subcontractor or any affiliated person, or when collusion or collaboration exists. (c) Any deduction constituting a contribution on behalf of the person employed to funds established by the employer or representatives of employees, or both, for the purpose of providing either from principal or Income, or both, medical or hospital care, pensions, or annuities on retirement, death benefits, compensation for Injuries, illness, accidents, sickness, or disability, or for Insurance to provide any of the foregoing, or unemployment benefits, vacation pay, savings accounts, or similar payments for the benefit of employees, their families and dependents: Provided, however, That the following standards are met: (1) The deduction Is not otherwise prohibited by law; (2) it Is either: (1) Voluntarily consented to by the employee in writing and In advance of the period In which the work is to be done and such consent Is not a condition either for the obtaining of or for the continuation of employment, or (II) provided for in a bona fide collective bargaining agreement between the contractor or subcontractor and representatives of Its employees; (3) no profit or other benefit Is otherwise obtained, directly or Indirectly, by the contractor or subcontractor or any affiliated person in the form of commission, dividend, or otherwise; and (4) the deductions shall serve the convenience and Interest of the employee. (d) Any deduction contributing toward the purchase of United States Defense Stamps City of Shoreacres Multiple Sa•eel Paving and Drainar`e bnprovernents TITLE 29 LABOR and Bonds when voluntarily authorized by the employee. (f) Any deduction requested by the employee to enable him to repay loans to or to purchase shares in credit unions organized and operated In accordance with Federal and State credit union statutes. (g) Any deduction voluntarily authorized by the employee for the making of contributions to governmental or quasi - governmental agencies, such as the American Red Cross. (h) Any deduction voluntarily authorized by the employee for the making of contributions to Community Chests, United Givers Funds, and similar charitable organizations. (1) Any deductions to pay regular union Initiation fees and membership dues, not including fines or special assessments: Provided, however, That a collective bargaining agreement between the contractor or subcontractor and representatives of Its employees provides for such deductions and the deductions are not otherwise prohibited by law. 0) Any deduction not more than for the "reasonable cost" of board, lodging, or other facilities meeting the requirements of section 3(m) of the Fair Labor Standards Act of 1938, as amended, and Part 531 of this title. When such a deduction is made the additional records required under §516.27(a) of this title shall be kept. (k) Any deduction for the cost of safely equipment of nominal value purchased by the employee as his own property for his personal protection in his work, such as safety shoes, safety glasses, safety gloves, and hard hats, if such equipment is not required by law to be furnished by the employer, if such deduction Is not violative of the Fair Labor Standards Act or prohibited by other law, if the cost on which the deduction is based does not exceed the actual cost to the employer where the equipment is purchased from him and does not Include any direct or Indirect monetary return to the employer where the equipment Is purchased from a third person, and if the deduction Is either (1) voluntarily consented to be the employee in writing and in advance of the period in which the work is to be done and such consent is not a condition either for the obtaining of employment or its continuance; or (2) provided for in a bona fide collective bargaining agreement between the contractor or subcontractor and representatives of Its employees. (36 F.R. 9770, May 28, 1971.) Section 3.6 Payroll deductions permissible with the approval of the Secretary of Labor. Any contractor or subcontractor may apply to the Secretary of Labor for permission to make any deduction not permitted under §3.5. The Secretary may grant permission whenever he finds that: (a) The contractor, subcontractor, or any affiliated person does not make a profit or benefit directly or Indirectly from the deduction either in the form of a commission, dividend, or otherwise; (b) The deduction is not otherwise prohibited by law; (c) The deduction Is either (1 ) voluntarily consented to by the employee In writing and in advance of the period In which the work is to be done and such consent Is not a condition either for the obtaining of employment or Its continuance, or (2) provided for in a bona fide collective bargaining agreement between the contractor or subcontractor and representatives of Its employees; and (d) The deduction serves the convenience and interest of the employee. Section 3.7 Applications for the approval of the Secretary of Labor. Any application for the making of payroll deductions under §3.6 shall corn ply with the requirements prescribed in the following paragraphs of this section: (a) The application shall be in writing and shall be addressed to the Secretary of Labor. (b) The application need not Identify the contract or contracts under which the work In question Is to be performed. Permission will be given for deductions on all current and future contracts of the applicant for a period of 00430 -4 City of La Porte 3rd Street Pavine a» d Drainaee Improvements TITLE 29 LABOR 1 year. A renewal of permission to make such payroll deduction will be granted upon the submission of an application which makes reference to the original application, recites the date of the Secretary of Labor's approval of such deductions, states affirmatively that there Is continued compliance with the standards set forth in the provisions of §3.6, and specifies any conditions which have change d in regard to the payroll deductions. (36 F.R. 9770, May 28, 1971.) (c) The application shall state affirmatively that there Is compliance with the standards set forth In the provisions of §3.6. The affirmation shall be accompanied by a full statement of the facts indicating such compliance. (d) The application shall Include a description of the proposed deduction, the purpose to be served thereby, and the classes of laborers or mechanics from whose wages the proposed deduction would be made. (a) The application shall state the name and business of any third person to whom any funds obtained from the proposed deductions are to be transmitted and the affiliation of such person, if any, with the applicant. Section 3.8 Action by the Secretary of Labor upon applications. The Secretary of Labor shall decide whether or not the requested deduction is permissible under provisions of §3.6; and shall notify the applicant in writing of his decision. Section 3.9 Prohibited payroll deductions. Deductions not elsewhere provided for by this part and which are not found to be permissible under §3.6 are prohibited. Section 3.10 Methods of payment of wages. The payment of wages shall be by cash, negotiable Instruments payable on demand, or the additional forms of compensation for which deductions are permissible under this part. No other methods of payment shall be recognized on work subject to the Copeland Act. Section 3.11 Regulations part of contract. All contracts made with respect to the construction, prosecution, completion, or repair of any public building or public work or building or work financed in whole or in part by loans or grants from the United States covered by the regulations in this part shall expressly bind the contractor or subcontractor to comply with such of the regulations In this part as may be applicable. In this regard, see §5.5(a) of this subtitle. 00430 -5 City of La Porte Certification Regarding Lobbying for Contracts, Grants, Loans, and Cooperative Agreements The undersigned Robert N. Smither of Metro City Construction, L.P. certifies, to the best of its knowledge and belief, that: ,1 , No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form — LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. (3) The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more that $100,000 for each such failure. Signed: /// l�� �y e Title: Chief Estimator Date: 11 / 14 /2013 00440-1 City of La Porte 3 ° Street Paving and Drainage Improvements Section 00050 Bid Bond Form STATE OF TEXAS § SURETY S NO. Bid Bond COUNTY OF HARRIS § KNOW ALL MEN BY THESE PRESENTS, THAT Metro City Construction L.P. (hereinafter called the Principal), as Principal and Liberty Mutual Insurance Company (hereinafter called the Surely), as Surely, are bound unto the City of La Porte, Texas, a home rule municipal corporation of Harris County, Texas (hereinafter called Obligee) In the amount of Five Percent of Amount Bid Dollars ($, for the payment whereof said Principal and Surety bind themselves, and (heir heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a Bid to enter into a certain written Contract with Obligee for 3rd Street Paving and Drainage Improvements NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully, enter into such written Coniracl, (hen this obligation shall be void; olherwise to remain in full force and effect. IT IS EXPRESSLY UNDERSTOOD AND AGREED (hat if said Principal should withdraw its Bid anytime after such Bid is opened and before this Bid Bond is returned or before official rejection of such Bid; or, if successful in securing the award thereof, said Principal should fail to enter into the Contract and furnish satisfactory Performance Bond and Payment Bond, and other required contract documents, the Obligee, in either of such evgnts, shall be entitled and is hereby given the right to collect the full amount of this Bid Bond as liquidated damages. 00050 - 1 City of La Porte P Street Paving and Drainage Improvements Section 00050 PROVIDED, further that if any legal action be filed upon this Bond, venue shall lie In Harris County, Texas. IN WITNESS WHEREOF, the said Principal and Surely do sign and seal [his instrument this 14th day of November 2013 . Metro City Construction, L.P. I Insuranc C Pr�iinncipallConlraclor u By: By. �L Stev n E. Wh(te, Attorney -In -Fact Address: 1006 Red Bluff Road Pasadena, Texas 77506-1518 NOTE: Attach Power of Attorney Address: 13201 Northwest Freeway, Ste. 810 00050 - 2 Houston, Texas 77040 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attomey Umlls the acts of (hose named herein, and they have no authority to bind the Company except In the manner and to the extent herein stated. Cenificele No. $042910 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire d Casualty Company and The Ohio Casualty Insumnco Company are corporetions duty organized under the lawn of the Slate of New Hampshire, that Uberly Mutual Insurance. Comparry is a corporation duty organized under the laws of te.Smfo of Massachusetts, and West American Insurance Company Is a corporation duty agardzed under the l'; of the Stele of Indiana (herein conectNetycalled tho'Companles j, pursuint to arid by outedtyherein set forth, dees hereby name, constitute and appoint, ' Cynthia Campbell; Jaye M. Reinedsan; Lawrenco L. Rhodes; Steven E..White all of the city of Houston . stale of. TX each indMdually If there be more Nan one named, Its We and lawful attorney. -Wad to make, execute, seal, acknowledge and deliver, for and on Its behalf as surety and as Its ad and deed, any and all undertakings, bolls, recognizancces and other surety obligators, In pursuance of these presents and shag . boas bindirg upon the Companies as If they have been duly signed by the president and attested by the secretary of the;Corlpanfes fo helrovm proper persons. IN WITNESS WHEREOF, this Power of Atomey has been subscdbod.by an authorized officer or official of the Companies and the corporate seals of (he Companies have been affixed Nereb this 19th : tlayd March . 2013 �s+n Gs lv u+sU v+suq \I:uu American Fire and Casualty Company TI19 Ohio Ce5U91ty Insurance CIXllpefry . Liberty Mutual Insurance Company � 19�Ga*Ao oH1 1A19 *\`$ e ` 1912r r. 1991 F WestABreticanlri uranca Company. STATE OF WASHINGTON_ as : Gregory W. Davenport, Assistant. Secretary C COUNTY OF KING to c On this lath day of March. 20_�3 t, w before me personally appeared Gregory W. Davenport acknowledged himself to be the Assistant Secretary of American 1(_p1 0 Fire and Casualty Company, Liberty Mutual Insurance Company, The Oho CasualtyCompany, end West American Insurance Company, all alai he, as such, being authorizedso todo, >•VI execute the foregoing Instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duty authorized officer. E E IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Seatte. Washington, on the day and year first above written. to CL •w x i,•Fl1 PYF/ sir .. , .. Q M (P...1. (..-.4 . f NOIAJIT9 •, f By. G t vuauc KD RTey No Pubic C To This Pacer olAllomey is made and executed pursuant toand by authority of thefdlang By -taws andAuterizatonsofA.madcan Fits and Casualty Company, The OMoCasualtylnsurance cup Company, Liberty Muloai Insurance Company, and WestAmadcan Insurance Company which resdutbns are now In full force and offect reading as lotldws: « o ARTICLE N- OFFICERS -Section 12. Power ofAtorney. Any officer or otherolfidal of the Corporation authorized for that purpose In writing byline Chairman or the President, and sugecl o e to such irritation as the Chairman or the President may prescribe, shall appoint such elbmeys-N-fad, as may be necessary to ad In behalf of the Corporation to make, execute, sealy acknowledge and deter as suretyany and all undertakings. bonds, recogntzancas and other sure"Iffatbns. Such aaomeysdn-fad, subjedto the llmllatb_ns set bid in their respective :o provers of attorney, shall have full power 10 bind the Corporation by theft signature and execution of any such Instruments trod to allach thereto the seal of the Corporation. When so executed, such Instruments shelf be as binding as If signed by this President and attested to by cue Secretary. Any power or authority granted to any representative or etbmey-In-fact under > •g the provisions of this adide may be revoked at arty time by the Board, the Chairman, the President or by the officer or officers granting such paver or authority. m ARTICLE %III - Execution of Conbacts - SECTION 5. Surety Bonds and Undedakbgs. Any oflker of the Company authorized for that purpose In writing by the rhatnnan or tier proswwl, and sub ed to such limitations as the chairman or the president may prescribe, shall appoint such ettomeyean-tact, as may be necessary to ad in behalf of are Company to make, execute. M seal, adnowedge and deliver as surety any and at undertakings, bonds, reoognizances and other surety obligations. Such suornsys4n4ad subject to the limitations set fodh In then op respective powers of attorney, shelf have full power to bind the Company by their signature and execution of any such InsWments and to alfledh thereto this seal of the Company. When so 3 Cs executed such Instruments chap be as binddng as if signed by the press dent and attested by the secretary. o vrs Certificate of Designation - The Preslderil of the Company, aclkg pursuant to the Bylaws of the Company, authorizes Gregory W. Davenport; Assistant Secretary 10 appoint such H" allomays-In-fad as may be necessary to ad. on behalf of the Company to make, execute, seal, acknowledge and dower as surety any end at undertakings, bonds, reoognlzanoss and other surety ob%alons. Authorization - By unanimous consent of the Companya Board of Directors, be Company consents that facsimile or mechinicaty reproduced signature of any assistant secretary of the Company, wherever appearing upon a cedilled copy of any paver of attorney Issued by the Company In connection with surety bonds, shag be vaWand binding upon the Company with the tame force and effect as MMh manually effhed.. .. 1, David M. Carey, the undersgnsd, Assistant Secretary, of American Fire and Casualty Company, The Olio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby cerUly Thal the ortgirel power of attorney of which the foregoing is a full, We and correct copy of the Paver ofAltorney executed by said Companies, Is In lull force and effect and has not been revoked. IN TESTIMONY WHEREOF, It haws hereunto set my hand and affixed the seats of said Companies NlsL4 tin day of November ,2013 - 00(00 \14SUq�\1YSU�° "' ""k� �thy/19121991 3BY:wsr>w/ '"o "yr an + ? David M. Carol, Axistanl Secretary LAIs_12371-os2012 301 or500 oLiberty Mutual. Important Notice TO OBTAIN INFORMATION ABOUT THIS BOND OR TO MAKE A COMPLAINT: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 800-252-3439 You may write the Texas Department of Insurance at: P. O. Box 149104 Austin, TX 78714-9104 Your notice of claim against the attached bond may be given to the Surety Company that issued the bond by sending it to the following address: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 You may contact the claim office by telephone at: 610-832-8240 Premium or Claim Disputes If you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. This notice is for information purposes only and does not become a part of or a condition of the attached document. It is given to comply with Section 2253.048, Government Code, and Section 53.202, Property Code, Effective September 1, 2001 City of La Porte 31d Street Paving and Drainage Improvements Section 00040 BID FORM GLO CONTRACT NO. 12-484.000.6650 CITY BID NO. 14001 3r" Sfreet Paving and Drainage Improvements DATE: November 14, 2013 Bid of Paskey Incorporated an individual proprietorship, a corporation organized and existing under laws of the State of Texas, a partnership consisting of , for Construction of 3rd Street Paving and Drainage Improvements , for the City of La Porte, Harris County, Texas. Gentlemen: The undersigned bidder has carefully examined the Instructions to Bidders, this Proposal, the General Conditions of Agreement, the Technical Specifications and the drawings for the work herein above described and referred to In the Invitation to Bid and has carefully examined the site of the work and will provide all necessary labor, superintendence, machinery, equipment, tools, materials, services and other means of construction to complete all the work upon which he bids, as called for in the Contract, the Specifications and shown on the drawings, and in the manner prescribed therein and according to the requirements of the City of La Porte. TOTAL BASE BID $ 3,953,472.04 Written Three Million Nine Hundred Fifty-11yee Thousand Four Hundred Seventy -Ten Dollars and Four CcoLs The amounts set forth above are current estimates by Contractor of the amounts that will be determined during the progress of the Work. The separated progress billings from Contractor to the Owner shall reflect the actual amounts expended for the Items enumerated above. ALTERNATES: If necessary, attach detailed explanation to proposal. 1. (Add) (Deduct) $ 2. 3. tG � �iIiZS`rQi t•••Ii1T.r-M� It Is understood and agreed that the work shall be complete in full within ninety (450) calendar days after the date on which work is to be commenced as established by the Contract Documents. 00040 - 1 City of La Porte 3"' Street Paving and Drainage Improvements Section 00040 It is agreed that the contract price may be Increased or decreased to cover work added or deleted by order of the Engineer, in accordance with the provisions of the General Conditions of Agreement. The award may be made on the Base Bid alone or the Base Bid and any or all of the Items listed under Alternates or Substitutions, If any. The undersigned agrees that the amounts bid in this proposal will not be withdrawn or modified for sixty (60) days following date of bid opening. It Is understood that the bid security accompanying this proposal shall be returned to the undersigned unless, in case of the acceptance of this proposal the undersigned should fail to enter Into a construction contract and execute bonds as provided In the specifications. In the event the undersigned should fall to enter into a construction contract and execute bonds as required within 14 calendar days after the Engineer has given unsigned contracts to the Contractor, it Is understood and agreed that the bid security shall be forfeited to the Owner and shall be considered as payment for damages due to delay and other Inconveniences suffered by the Owner as a result of such failure on the part of the undersigned. It is understood that the Owner reserves the right to reject any and all bids. In the event of Award of the Contract to the undersigned, the undersigned agrees to furnish Performance and Payment Bonds as provided In the Specifications. n - The undersigned certifies -that the bid prices contained in this proposal have'been Wig checked are submitted as correct and final Date November 14, 2013 Signed By Cuua W. Paskey ` SEAL (if Bidder Is a Acknowledge receipt of Addendum No. Dale Received de4a Below: I 11/13/2013 128 S. 8th Stint La Pone, Texas 77571 (Address) 281-941.9321 00040 - 2 Number) City of La Porte 3d Street Paving and Drainage Improvements A. BASE BID UNIT ITEMS Section 00040 ITEM ESTIMATED UNIT TOTAL NO. I DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 Mobilization LS 1 $78,299.70 $78,299.70 2 Traffic Control and Regulations LS 1 517,300.00 S17,300.00 01555 3 Remove and Replace all si na a LS 1 S4,771.00 $4,771.00 4 Clearinq and Grubbing 02233 LS 1 S10.00 $10.00 5 SWPPP Protection 01665 LS 1 $5,425.00 $5,425.00 6 Adjust Existing Inlets, Manholes, and LS 1 Valve Boxes to Grade 02086 $4,511.00 S4,511.00 7 Trench Safety 01561 LF 7,293 S0.09 $656.37 8 Sodding (02922) SY 13,055 S4.39 $57,311.45 PAVING 9 Roadway Excavation 02315 CY 12,770 S9.17 $117,100.90 10 7" Reinforced Concrete Pavement, SY 19,300 S38.38 S740,734.00 complete -in -place 02751 11 8" Reinforced Concrete Pavement, SY 583 S48.76 $28,427.08 complete -in -place 02751 12 HMAC Type D Surface Course, 2" TON 170 $137.50 S23,375.00 thick 02711 13 Crushed Concrete/Limestone Base TON 670 S31.00 S20,770.00 Course,RCCB 02713 14 6" Lime Stabilized Subgrade 02336 SY 25,000 S2.13 $53,230.00 15 4"x12" Reinforced Concrete Curb LF 7,785 02771 $2.87 $22,342.95 16 6" Reinforced Concrete Curb LF 890 �2771 52.87 52,354.30 17 Lime 8% 02336 TON 570 $164.57 $93,804.90 18 6 " Reinforced Concrete Driveways SY 3,400 547.70 5162,180.00 02754 19 4.5' Concrete Sidewalk, complete -in- SF 31,910 $4.77 $152,210.70 lace 02775 20 Curb Ramps, complete -In -place EA 43 $1,325.00 $56,975.00 02775 00040 - 3 .......... .... City of La Porte e Street Paving and Drainage Improvements Section 00040 DEMOLITION 21 Remove and Dispose of Pavement, Street, Drives, and Sidewalk, All Thicknesses 02221 SY 22,200 $2.90 $64,380.00 22 Remove and Dispose of Storm Sewer Pipe and Structures 02221 LS 1 $27,500.00 $27,500.00 STORM SEWER 23 Type "C" Concrete Manhole 02633 EA 6 $2,063.00 $12,378.00 24 Concrete Junction Box Structure, All T es 02633 EA 10 $6,187.00 $61,870.00 25 T "Cl" Inlet 02633 EA 32 $2,380.50 $76.176.00 26 Type "BB" Inlet 02633 EA 3 $2,167.75 $6,503.25 27 Type 'A" Inlet 02633 EA 33 $1,368.00 s45,144.00 28 24" RCP Storm Sewer 02631 LF 866 540.79 $35,324.14 29 30"RCP Storm Sewer 02631 LF 645 $57.89 $37,339.05 30 36" RCP Storm Sewer 02631 LF 689 $77.00 $53,053.00 31 42" RCP Storm Sewer 02631 LF 154 590.92 $14,001.68 32 48" RCP Storm Sewer 02631 LF 562 $113.53 563,803.86 33 72" RCP Storm Sewer 02631 LF 939 $249.28 $234,073.92 34 84" RCP Storm Sewer 02631 LF 471 $322.68 $151,982.28 35 10'X5' RCB Storm Sewer 02631 LF 1,876 $528.70 $991,841.20 36 12'X5' RCB Storm Sewer 02631 LF 577 $678.95 $391,754.13 UTILITY ITEMS 37 12" Water Line Offset, Complete-in- place (02511) LF 130 $49.28 56,406.40 38 10" Water Line Offset, Complete -in - place 02511 $46.94 $2,534.76 39 8" Water Line Offset, Complete-in- place (02511) LF 280 $39.40 $11,032.00 40 6" Water Line Offset, Complete-in- place (02511) LF 50 $37.50 $1,875.00 41 Sanitary Sewer Conflict, Structures and Pipes, Complete -in -place 02631 LS 1 $8,500.00 $8,500.00 42 8" Sanitary Sewer Ductile Iron Pipe, Complete -in -place (02531) LF 20 $75.00 $1,500.00 BASE BID ITEM SUBTOTAL $3,940,982.04 00040 - 4 City of La Porte 3Id Street Paving and Drainage Improvements Section 00040 EXTRA ITEMS 1 12" Storm Sewer Yard Inlet, Complete -in -Place EA 2 Sl,zso.00 $2,500.00 8" Storm Sewer PVC, Complete -in- 2 lace LF 100 S3o.00 S3,000.00 Concrete Slope Paving — 4" thick 3 with #3 bars 18" O.C. EA. Wa SY 100 $6s.o0 S6,soo.00 4 Dewaterin 01578 LF 100 IS4.90 J$490.00 EXTRA WORK ITEM SUBTOTAL $12,490.00 BASE BID ITEM TOTAL S3,953,472.04 A. TOTAL BASE BID PRICE $ 3,953,472.04 (SUM OF BASE BID SUBTOTAL AND EXTRA ITEM SUBTOTAL) B. ALTERNATE 1 BID (Remove Main Street to "A" Street) ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT I QUANTITY PRICE COST GENERAL 1 DEDUCT - Mobilization LS 0.1 $3,500.00 $350.00 2 DEDUCT -Traffic Control and LS 0.1 Re ulations 01555 517,300.00 $1,730.00 3 DEDUCT -Remove and Replace all LS 0.1 si na a 54,771.00 S477.10 4 DEDUCT -Clearing and Grubbing LS 0.1 02233 S10.00 $1.00 5 DEDUCT-SWPPP Protection LS 0.1 01565 $5,425.00 $542.50 DEDUCT -Adjust Existing Inlets, 6 Manholes, and Valve Boxes to LS 0.1 Grade 02086 54,511.00 $451.10 7 DEDUCT -Trench Safety 01561 LF 514 S0.09 $46.26 8 DEDUCT -Sodding (02922) SY 750 S4.39 $3,292.50 PAVING 9 DEDUCT- Roadway Excavation CY 900 02315 59.17 S8,253.00 DEDUCT- 7" Reinforced Concrete 10 Pavement, complete -in -place SY 3,060 $33.38 $117,442.80 02751 14 DEDUCT-6" Lime Stabilized SY 3,450 Subgrade 02336 Sz.0 $7,348.50 16 DEDUCT-6" Reinforced Concrete LF 600 Curb 02771 $2.57 51,722.00 00040 - 5 City of La Pone 3° Street Paving and Drainage Improvements Section 00040 Bid Form ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 17 DEDUCT -Lime 8% 02336 TON 92 $164.57 $15,140.44 18 DEDUCT-6 " Reinforced Concrete SY 200 547.70 $9,540.00 Driveways 02754 19 DEDUCT-4.5" Concrete Sidewalk, SF 1,930 $4.77 $9,206.10 complete -in -place 02775 20 DEDUCT -Curb Ramps, complete -in- EA 6 S1,325.00 S7,950.00 lace 02775 DEMOLITION DEDUCT -Remove and Dispose of 21 Pavement, Street, Drives, and SY 3,500 Sidewalk, All Thicknesses 02221 S2.90 $10,150.00 DEDUCT -Remove and Dispose of 22 Storm Sewer Pipe and Structures LS 0.1 02221 $27,500.00 S2,750.00 STORM SEWER 23 DEDUCT -Type "C" Concrete EA 3 Manhole 02633 52,063.0o $6,189.00 27 DEDUCT -Type "A" Inlet 02633 EA 6 $1,368.00 $8,208.00 28 DEDUCT-24" RCP Storm Sewer LF 123 S40.79 S5,0I7.17 02631 30 DEDUCT-36" RCP Storm Sewer LF 218 02631 $77.00 516,632.00 32 DEDUCT-48" RCP Storm Sewer LF 95 02631 $I 13.53 S10,785.35 UTILITY ITEMS DEDUCT-1 2' Water Line Offset, 37 Complete -in -place (02511) LF 80 $49.29 $3,942.40 ALTERNATE 1 BID ITEM TOTAL (S247,167.22 ) B.TOTAL BASE BID PRICE PLUS ALTERNATE 1 $ 3,706,304.82 (SUM OF TOTAL BASE BID AND ALTERNATE 1) C. ALTERNATE 2 BID (Remove Main Street to "B" Street) ITEM ESTIMATED UNIT TOTAL NO. I DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 DEDUCT -Mobilization LS 0.2 $3,500.00 $700.00 2 DEDUCT -Traffic Control and LS 0.2 Regulations 01555 517,300.00 $3,460.00 3 DEDUCT -Remove and Replace all LS 0.2 sl na a $4,771.00 5954.20 00040 - 6 City of La Porte 3"' Street Paving and Drainage Improvements Section 00040 Bid Form ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 4 DEDUCT -Clearing and Grubbing LS 0.2 02233 $10.00 $2.00 5 DEDUCT- SWPPP Protection LS 0. 2 01565 S5,425.00 S1,085.00 DEDUCT- Adjust Existing Inlets, 6 Manholes, and Valve Boxes to LS 0.2 $4,511.00 $902.20 Grade 02086 7 DEDUCT -Trench Safety 01561 LF 1,520 $0.09 $136.80 8 DEDUCT -Sodding (02922) SY 2,420 $4.39 $10,623.80 PAVING 9 DEDUCT- Roadway Excavation CY 2,200 02315 $9.17 S20,174.00 10 DEDUCT- 7" Reinforced Concrete SY 4,980 Pavement,com lets -in- lace 02751 S3a.3a $191,132.40 14 DEDUCT-6" Lime Stabilized SY 5,720 Subgrade 02336 $z.13 $1z,1s3.6o 15 DEDUCT- 4"x12" Reinforced LF 575 Concrete Curb 02771 $2.s7 $1,65o.zs 16 DEDUCT- 6" Reinforced Concrete LF 885 $2.87 $2,539.95 Curb 02771 17 DEDUCT- Lime 8% 02336 TON 153 $164.57 $25,179.21 18 DEDUCT- 6 " Reinforced Concrete SY 430 S47.70 $20,511.00 Driveways 02754 19 DEDUCT- 4.5' Concrete Sidewalk, SF 5,180 $437 $24,709.60 complete -in -place 02775 20 DEDUCT- Curb Ramps, complete -in- EA 10 S1,325.00 $13,250.00 lace 02775 DEMOLITION DEDUCT- Remove and Dispose of 21 Pavement, Street, Drives, and SY 5,750 Sidewalk, All Thicknesses 02221 $2.90 $16,675.00 DEDUCT- Remove and Dispose of 22 Storm Sewer Pipe and Structures LS 0.2 $27,500.00 $5,500.00 02221 STORM SEWER 23 DEDUCT- Type "C" Concrete EA 4 Manhole 02633 S2,063.00 $9.252.00 24 DEDUCT- Concrete Junction Box EA 1 $6,187.00 $6,IE7.00 Structure All Types 02633 25 DEDUCT- Type "Cl" Inlet 02633 EA 4 $2,380.50 $9,522.00 27 DEDUCT- Type "A" Inlet 02633 EA 8 S1,368.00 $10,944.00 28 DEDUCT- 24" RCP Storm Sewer LF 236 $40.79 S9,7oa.oz 02631 00040 - 7 City of La Porte 3°' Street Paving and Drainage Improvements Section 00040 ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 29 DEDUCT- 30"RCP Storm Sewer LF 76 02631 $57.89 54,399.64 DEDUCT- 48" RCP Storm Sewer 32 02631 LF 562 S113.53 S63,801.86 UTILITY ITEMS DEDUCT- 12" Water Line Offset, 37 Complete -in -place (02511) LF 130 $49.28 $6,406.40 ALTERNATE 2 BID ITEM TOTAL ($470,590.93 ) C. TOTAL BASE BID PRICE PLUS ALTERNATE 2 $ 3,482,881.11 (SUM OF TOTAL BASE BID AND ALTERNATE 2) D. ALTERNATE 3 BID (Remove Main Street to "B" Street and All Sidewalk) ITEM ESTIMATED UNIT TOTAL NO. I DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 DEDUCT -Mobilization LS 0.2 $3,500.00 $700.00 2 DEDUCT -Traffic Control and LS 0.2 Regulations 01555 $17,300.0o $3,460.00 3 DEDUCT -Remove and Replace all LS 0.2 si na a 54,771.00 5954.20 4 DEDUCT -Clearing and Grubbing LS 0.2 02233 $10.00 $2.00 5 DEDUCT- SWPPP Protection LS 0.2 01565 S5,425.00 $1,085.00 DEDUCT- Adjust Existing Inlets, 6 Manholes, and Valve Boxes to LS 0.2 Grade 02088 S4,511.00 $902.20 7 DEDUCT -Trench Safety 01561 LF 1,520 $0.09 $136.80 8 DEDUCT -Sodding (02922) SY 2.420 $4.39 $10,623.80 PAVING 9 DEDUCT- Roadway Excavation CY 2,200 02315 $9.n Szo,n4.00 10 DEDUCT- 7" Reinforced Concrete SY 4,980 Pavemenl,com late -in- lace 02751 $38.38 $191,132.40 14 DEDUCT-6" Lime Stabilized SY 5.720 Sub rade 02336 $z:u $I2,183.60 15 DEDUCT- 4'x12" Reinforced LF 575 Concrete Curb 02771 S2.97 SI,650.25 16 DEDUCT- 6" Reinforced Concrete LF 885 Curb 02771 52.87 $2,539.95 00040 - 8 City of La Porte 316 Street Paving and Drainage Improvements Section 00040 ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 17 DEDUCT- Lime 8% 02336 TON 153 $164.57 $25,179.21 18 DEDUCT- 6 " Reinforced Concrete SY 430 S47.70 $20,511.00 Driveways 02754 19 DEDUCT- 4.5" Concrete Sidewalk, SF 29,980 complete -in -place 02775 S4.n $I43,004.60 20 DEDUCT- Curb Ramps, complete-m- EA 35 lace 02775 S1,3zs.00 $46,375.00 DEMOLITION DEDUCT- Remove and Dispose of 21 Pavement, Street, Drives, and SY 5,750 Sidewalk, All Thicknesses 02221 $2.90 S16,675.00 DEDUCT- Remove and Dispose of 22 Storm Sewer Pipe and Structures LS 0.2 02221 S27,500.00 S5,500.00 STORM SEWER 23 DEDUCT- Type "C" Concrete EA 4 Manhole 02633 S2,063.00 $8,252.00 24 DEDUCT- Concrete Junction Box EA 1 Structure, All Types 02633 56,18�.0o $6,167.00 25 DEDUCT- Type "Cl" Inlet 02633 EA 4 $2.380.50 S9,522.00 27 DEDUCT- Type "A" Inlet 02633 EA 8 S1,368.00 S10,944.00 28 DEDUCT- 24" RCP Storm Sewer LF 238 $40.79 S9,708.02 02631 29 DEDUCT- 30"RCP Storm Sewer LF 76 $57.99 $4,399.64 02631 32 DEDUCT- 48" RCP Storm Sewer LF 562 S113.53 S63,803.96 02631 UTILITY ITEMS DEDUCT- 12" Water Line Offset, 37 Complete -in -place (02511) LF 130 S49.28 $6,406.40 ALTERNATE 3 BID ITEM TOTAL (S622,011.93 ) D. TOTAL BASE BID PRICE PLUS ALTERNATE 3 $ 3,331,460.11 (SUM OF TOTAL BASE BID AND ALTERNATE 3) 00040 - 9 Plan Revisions: Replace Sheet 28, 3`0 Street Plan & Profile STA. 0+50 To 6+60 to Include the oulfall revisions per attachment ADt which Includes a W thick, 12'xl2' concrete ditch connection between the proposed oulfall pipe and the existing ditch channel. The bedding requirements for the storm sewer shall also apply to the ditch connection. Slope paving shall be used to tie Into the existing and proposed grades. The grassy extreme storm event overflow path limits have also been further defined on this plan sheet. The pay Items are as specified In the attachment with no additions to the bid form. 'fl R. LYLE ................. 102046 APPROVED FOR ISSUE; 44 Wan3 By Cobb, Fendley, and Associates, Inc. END OF ADDENDUM N0.1 Please acknowledge receipt of-thls addendum with signature date and return with completed Bid Documents. Also ack owe receipt of Addenda In Section 0040 of the Bid Documents. Failure to do so may cause your-Bld, a considered non-respgnsivd lIn ey Incorporated Company Name 1(CityB/dW- 001) Is hereby acknowledged Page 2 of 2 November 14, 2013 .. Date City of La Porte 3° Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE RESPONDENT AFFIDAVIT The foregoing prices shall include all labor, materials, equipment, removal, overhead, profit, freight, Insurance, etc., to cover the finished work specified in this bid. All items bid and installed under this procurement must be new and unused and in undamaged condition. The City of La Porte is tax exempt and no taxes shall be Included in the pricing of this solicitation. Respondent understands that the Owner reserves the right to reject any or all bids and to waive any informalitles In the solicitation. The respondent agrees that this solicitation shall be good and may not be withdrawn for a period of sixty (60) calendar days after the scheduled closing time for receiving submittals. The undersigned affirms they are duly authorized to represent this firm, that this proposal has not been prepared in collusion with any other firm, and that the contents contained herein have not been communicated to any other firm prior to the official opening. Respectfully submitted Business Name: Address: Printed Nan Auihorized Date: Paskcy Incorpomted D4ovem0er 14, zrns 00300 - 2 City of La Porte 3" Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE CERTIFICATION OF RESPONDENT City of La Porte Ordinance #98-2217 prohibits any expenditure for goods or services by the City of La Porte from any person, firm, or corporation owing any delinquent Indebtedness to the City. The undersigned respondent further certifies that it is In compliance with the requirements of said ordinance. A copy of the ordinance may be obtained by contacting the City of La Porte Purchasing Division at 281-470-5126. If undersigned bidder is not in compliance with Ordinance 98-2217, it hereby assigns to the City of La Porte, the amount of its delinquent indebtedness to the City of La Porte, to be deducted by the City of La Porte from the amounts due the undersigned. Failure to remit this certification with the response or non-compliance with said ordinance shall be just cause for rejection or disqualification of submitted proposal. Iy I The undersigned hereby certifies that it is In compliance with Ordinance 98-2217. Or The undersigned assigns to the City of La Porte, the amount of its delinquent indebtedness, to be deducted by the City of La Porte from the amounts due the undersigned. (Initial one of the above) Business Name: Pankey lneorpomled Address: Printed Nan Authorized Date: 00300 - 3 City of La Porte P Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE PROTECTION OF RESIDENT WORKERS COMPLIANCE The City of La Porte, Texas actively supports the Immigration and Nationality Act (INA) which includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers may hire only persons who may legally work In the United States (i.e., citizens and nationals of the U.S.) and aliens authorized to work in the U.S. The employer must verify the Identity and employment eligibility of anyone to be hired, which Includes completing the Employment Eligibility Verification Form (1-9). The Contractor shall establish appropriate procedures and controls so no services or products under the Contract Documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment. Business Name: Address: Printed Nan Authorized Date: Paskey Incorporated 128 S. 8th Strcct La Porte, Texas 77571 00300 - 4 City of La Porte 3id Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE INDEMNITY HOLD HARMLESS AGREEMENT To the fullest extent permitted by law, Contractor, its successors, assigns and guarantors, shall pay, defend, indemnify and hold harmless the City of La Porte, its agents, representatives, officers, directors, officials and employees from and against all allegations, demands, proceedings, suits, actions, claims, Including claims of patent or copyright infringement, damages, losses, expenses, including but not limited to, attorney's fees, court costs, and the cost of appellate proceedings, and all claim adjusting and handling expenses, related to, arising from or out of or resulting from any actions, acts, errors, mistakes or omissions caused in whole or part by Contractor relating to work, services and/or products provided in the performance of this Contract, including but not limited to, any Subcontractor or anyone directly or indirectly employed by or working as an Independent contractor for Contractor or said Subcontractors or anyone for whose acts any of them may be liable and any injury or damages claimed by any of Contractor's and Subcontractor's employees or independent contractors. The Contractor expressly understands and agrees that any Insurance policies required by this contract, or otherwise provided by the Contractor, shall in no way limit the responsibility to Indemnify, keep and save harmless and defend the City of La Porte, its Council members, officers, agents and employees and herein provided. Business Name: Address: Printed Name: Authorized Sig Date: Paskey lacorponted 00300 - 5 City of La Porte 3"' Street Paving and Drdlnage Improvements Section 00300 City of La Porte Forms C CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity This qusebomaba rahacle ctrangss made to the nw by H.D. 1431. aelh Las., Hagutar aaaslon. OFFICEUSEONLY This questionnaire is being fried In accordance with Chapter 170, Local Government Code oatr seeress by a person who has s business rWllmship as darned by Section 170.001(1-a) with a local governmental entity and the person meet% requirements under Section 170.000(a). BylawtNs questionnaire must be Ned with the records adndnisbalorof ow local governmental entry not later than the 701 business day after the date the person becomes aware of facts WI require the statement to be tied. See Section 178.008. Local Govemment Code. A person commits an offense 0 the person knowingly violates Section 176.008. Local Government Code. An offense under this section Is a Class C misdemeanor. jJ Name of person who has a business relationship with local governmental entity. Paskey Incorporated x OCheck this hoer lfyou are filing an update loapreviously filed questionnaire. (The law requires that you rile an updated completed questionnaire with the appropriate filing authority not later than the 7th business day after the date One oe#naly filed questionnaire becomes kwornplete or Hxdaate.) Name of local government officer with whom filer has employment or business relationship. Name of o1rcer This seclon (item 3 Including subparts A. B. C a 0) must be cor pteted for each officer with whom the hyr has an employment or other business relalonship as darned by Section 176.001(la). Loral Govemmenl Code. Attach addiranal pages to this Form CIO as necessary. A. Is the local government uffloer named In oils section raca'.ving or likely to motive taxable Intone, other than bwesbnenl income. from the Nor of the questionnaire? Yes M No B. Is the riW of the questionnaire eacelvkp or likely to nave taxable income. other than Imresbnenl income. him or at the dbeotlan of the local govammenl officer named in this section AND the taxable inoome is not recelved from the local gmemmental entity? Yes MN. O. Is the Nor of this questonnare employed by a corporation or other business entity rAth respect to which the local govemment officer serves as an ofEoer or director, or holds an ownership of 10 percent or more? 0 Yes a �No D. Describe each employment srss\tel ' ship wI Aheiloeal goverrmen named In this motion. a / 2013 _ mgutun of person doing beeHss xIN Nat pay 00300 - 6 Adopted b5129=07 i n c o r P o r a t. e d CONTRACTOR'S STATEMENT OF QUALIFICATIONS Date of Contractor's Statement:'Lot s Paskey Incorporated Legal Name of Contractor -- Billing Address: 128 South 8'h Street, La Porte, Texas 77571 Physical Location: 128 South 8'h Street, La Porte, Texas 77571 Telephone: 281-941-9321 Fax: 281-842-9021 Federal ID Number: 20-8398743 j" I (i) certify that all inforn tion contained i the $tafement is true, correct, lid complete and (ii) ant an authorized representative of�ontra4ttoot and duly all rid dd to execute this Statemen . Curtis W. Paskey, President 128 South 81" Street • La Porte, Texas 77508 • office 281.941.9321 fax 281.842.9021 Organizallonnl Background: Incorporated: February 7, 2007 Sole Ossner: Curtis W. Pokey Dunn & Bradstreet Number: 79-407-9637 Years in Operation: Seven (7) I. No defaults, declared bankruptcy, and has not undergone reorganization procedure. 2. No outstanding claim at this time pending against the business. 3. No involvement in litigation within the past seven (7) yeas, % e arc not currently involved in litigation. Business Normally Performed: Dirt Utilities, Concrete, Rip Rap, Clearing aid Grubbing I. Has net ever failed to complete a construction contract, forfeited a bid bond/proposal guaranty, had liquidated damages withheld from its total compensation due on a contract, or rcfused to enter into a contract for %cork awarded. 2. Has not been convicted for violation of my OSHA or State safely laWregulation. Construction experience of principal individuals of organization: Kee Persnnnet PoilthOn Yenre of E=U1ence \Inunituda and Tar of F.cnerlenre Curtis W. Pokey President 26 Field Management, Dirt Utilities, Concrete, Rip Rap, Clearing and Grubbing, Paving and WSD Mark Bums Superintendent 32 Field Management, Din Utilities, Concrete, Rip Rap, Clearing and Grubbing, Paving and WSD Jesus Moncadn Forennan 16 Dirt Utilities, Concrete, Rip Rap, Clearing and Grubbing, Paving and WSD lose Contreras Foreman 30 Dirt Utilities, Concrete, Rip Rap, Clearing and Grubbing. Paving and WSD Isidro Lopez -Perez Foreman 15 Dirt Utilities, Concrete, Rip Rap, Clearing and Grubbing Paving and WSD Hector Martinez Foreman 20 Din Utilities, Concrete, Rip Rep, Clearing and Grubbing, Paving and WSD References: Banking: Amegy Bank, Ja ct Gonzalez, 281-425-8340 Texas Coastal Bnnk, Michul Wycough, 281.487-4444 Comerica Bank, Adam Gonzalez, 713-507-7556 Surety Company: Berkley Regional Insurance Company 12400 Coit Road, Suite 625 Dallas, Texas 75251 _ Allen Knepper, 512-757-5211 1. Authorized to do business in the State of Texas. 2. Authorized to issue payment, performance, and maintenance bonds within the Stale of Texas. 3. Bond limit is S12,000,000.00 4. Best Guide Rating is "A+" (Superior) 5. Tmotiry Listing Limitation is $68,998,000.00 6. NAIC No. )1592 Agent and Agency: Elscy & Associates 21755 IH-45 North, Bldg. 48, Spring, Texas 77388 Sharen Groppeil, 281.651.0002 The agent does have appointment from the insurance company authorizing agent to sign bonds. Attachments: I. Projects completed in the lost tqv (2) years 2. Equipment List 3. Bonding Information 4. Credit References 5. Bank References 6. Schedule of Work on Hand 7. W-9 8. Most recent financial statements provided by CPA. 9. Certificate of Insurance Authorization for Verification and Affidavit State of Texas County of Harris The undersigned, Curtis W. Paskey, being duly sworn, deposes and says that he is President of Paskey Incorporated (the "Contractor") and declares that: I. The Contract's Statement of Qualifications (the Contractor's Statement) is given for the express purpose of inducing the Company and/or Owner, if applicable, to award the Contractor a contract. 2. Any person, depository, agency, or other entity named in the Contractor's Statement is authorized to supply Company and/or Owner, if applicable, or its representative with any information necessary to verify statements contained in the Contractor's Statement. 3. The Contractor's Statement is true and accurate statement as of the date of the Contractor's Statement. 4. The fmaocial statements included with the Contractor's Statement are taken from the Contractor's financial records, and are Inne and accurate statement of Contractor's financial condition as of their date. 5. 1 am author'^iz^ed' 'to execute tl's Author tion3b'eUTlfIIrtho-Got tractor on f I�2iF11/(V .20 _- Curtis W. Paskey, President Sj�bscribed and swo i to (or affirmed) before me on the 1 �4 fh day of ' Q Y 201 by t Li%i hi U . -WAC P 4 , personally known to me or proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. JESSICA L ROBERTSON ary Public, Rtate of Texas NOTARY PUSUC STATE OF TEXAS IS MY COMM. EXP. 04/15 Completed Projects (Listed from most recent) Windsor Estates 140 acre development for DR Horton. Excavation of detention and amenity lakes to the depth of 32', 263,000 CY, tunnel under SH99 and installation of box culverts. February 2013 — May 2013 Jones & Carter Inc., Trey Thompson, 713-777-5337 Value $3,089,654.00 2. Augusta Woods Off -site waterline, sanitary sewer, detention pond, and clearing and grubbing to serve commercial development. March 2013 — May 2013 Lentz Engineering, Al Lentz, 713-839-8900 Value $383,448.00 3. Harris County Fresh Water Supply P47 Water distribution system replacement, all bore rehab including service reconnections. December 2012 — May 2013 Huitt-7ollars, Christopher Johnson, 281-496-0066 Value $1,391,233.00 4. Pasadena Water Loop 18-inch water transmission line, paving, open cut and tunneling. September 2012 — May 2013 City of Pasadena, Thelma Holeman, 713-475-7835 Value $1,874,628.00 5. Edgewood Village Drainage facilities, dual box culvert installation, 24 hour bypass 60,000 gallon per minute of Fresh Water Supply Canal (West Canal). January 2013 — April 2013 IDS Engineering, Chad Abram, 713-462-3178 Value $858,690.00 6. Falls at Green Meadows WSD Water, sewage, drainage, and detention pond. December 2012 — April 2013 Jacobs Engineering Group, Jeff Safe, 832-351-6000 Value $1,617,105.00 Timewise Q 288 15-huch sanitary sewer extension in 25-feet sanitary sewer easement from existing sanitary sewer manhole. December 2012 — March 2013 EHRA Engineering, Kirk Williamson, 713-784-4500 Value $339,010.00 8. Falls at Green Meadows See, 1 Clearing, grubbing, and demolition of existing golf course. November 2012 — April 2013 Jacobs Engineering Group, Jeff Safe, 832-351-6000 Value $128,442.00 9. Shadow Creek Estates — LagoWoods On road truckhug of detention excavation, clearing and grubbing, and box culverts. December 2012 — February 2013 R.G. Miller Engineers, Jeff Dillard, 713-461-9600 Value $625,457.00 Completed Projects Continued 10. Lakes of Cypress Forest Sec 4 WSD, pond excavation, block wall, and poly lake liner. July 2012 — February 2013 LJA Engineering, Gary King, 713-953-5200 11. Sedona Lakes Phase 2 Approximately 145,000 CY of detention/amenity basin excavation, 32 depth and 54-inch storm sewer ouutfalI. July 2012 — January 2013 Brown & Gay Engineers, Chris Jacob, 281-558-8700 12. Lambuth Lane Culvert Replacement Box culverts and paving replacement. January 2012 — February 2012 City of Deer Park, Wesley Brandon, 281478-7244 Value $1,603,373.00 Value $862,901.00 Value $124,336.00 13. Sheet Flow Relief Structures Tunnel and open cut in existing neighborhood storm sewer relief system. August 2011 — November 2011 City of La Porte, Julian Garza, 281.470-5020 Value $970,105.75 14. Oakhurst Drainage Improvements Box culverts rehab, installed asphalt overlay of existing street, paving rehab. Project funded by Texas Department of Rural Affairs (TDRA). August 2011 — October 2011 City of La Porte, Julian Garza, 281-470-5020 Value $583,026.60 15. Little Cedar Bayou Clearing, grubbing, and regional detention pond, 240,000 CY, on road trick hauled off site, box culverts, and slope paving. August 2011 — January 2012 City of La Porte, Julian Garza, 281-470-5020 Value $1,613,511.87 16. Central Business District Storm Sewer Improvenrcuts, City of Cleveland Storm sewage, box culvert installation in existing streets through downtown Cleveland. Project fimded by Texas Department of Rural Affairs (TDRA). Howard R. Green, Mark Gehringer, 713-965-9996 Value $1,248,053.04 Credit References Deer Park Rcntals 1904 Center Street Deer Park, Texas 77536 Hal Anderson 281479-8125 (p) 281479-1957 (1) Contractors Paving Supply, LLP P.O. Box 2368 Stafford, Texas 77497-2368 Steve Albritton 281-208-8839(p) 281-208-8809(f) Hanson Pipe & Precast Products P.O. Box 40,144 Houston, Texas 77240 Jolm Lovelace 713466.6306 (p) 713466-3503 (1) HD Waterworks 601 Crosstunbers Houston, Texas 77022 Ron Loftin 713-699-2282 (p) 713-224-3611 (t) Dorsett Brothers Concrete Supply, Inc. P.O. Box 5766 Pasadena, Texas 77508 Bill Dorsett 281487-0264 (p) 281-487-3657 (f) Cherry Crushed Concrete 5325 CR 58 Manvel, Texas 77578 Lenard Cheery 281-692-1900(p) 281.692-9471 (f) Apache Oil Company 5136 Spencer Hwy. Pasadena, Texas 77505 Dick Schock 281-187-5400 (p) 281-487-7606 (f) Mega Sand P.O. Box 656 Highland, Texas 77562 Brenda Moore 281-843-3000 (p) 281-843-2390 (f) Waukesha Pearce Industries, Inc. P.O. Box 35068 Houston, Texas 77235 Rusty May 713-202.0046 (p) 713-551-0335 (1) Cat Financial 3322 West End Avenue Nashville, Tennessee 37203 Neal Childers 713-724-5166 (p) 713.690-2287 (f) The Hurt Company P.O. Box 203122 Dallas, Texas 75320-3122 Aaron Ucci 832-334.6202 (p) 713-747-7418 (f) Contech Construction Products 9025 Centre Pointe Drive, Suite 400 West Chester, Oldo 45069 5 13-645-7527 (p) 513.645-7296 (1) United Rentals 8601 Gulf Freeway Houston, Texas 77017 Jerry Wagner 713-944-9661 (p) 281-240-3905 (� MELTON & MELTON, L.L.P. CERTIFIED PUBLIC ACCOUNTANTS INDEPENDENT ACCOUNTANT'S REVIEW REPORT To the Board of directors Paskey Incorporated We have reviewed the accompanying balance sheet of Paskey incorporated (a corporation) as of December 31. 2012, and the related statements of Income and retained earnings and cash (lows for We year then ended. A review hncludes primarily applying analytical procedures to managonnont's fmanoial data and making Inquiries of Company management. A review is substantially loss In scope than an audit, the objective of which is the expression of an opinion regarding the financial statements as 4.101010. Accordingly, wo do not express such fill opinion, Management Is responsible for the preparation and fair presentation of the financial statements In accordance with accounting principles generally accepted in the United States of America and for designing, implementing, and maintaining internal control relevant to the preparation and fair presentation of tho fmanoial statements. Our rospousibllity, is to conduct the roview in accordance with Statements on Standards for Accounting and Review Services issued by the Amerloen Inslihde of Certified Public Accountants. Those standards require as to perform procedures to obtain limited assurance that there are no material modifications that should be made to the financial statements. We believe that the results of our procedures provide a reasonable basis for our report. Dased oil our review, we are not aware of Any material modifications that should be made to the accompanying Financial statements in order for them to be, in conformity with accounting principles generally accepted in the United States of America. Our review was made primarily for the purpose of expressing a conclusion that there are no material modifications that should be made to the finnncial statements In order for them to be in confonnity, with accounting principles generally accepted in the United States of Amorloa. The supplementary infonnntlon Included In the accompanying Schedules 1,11 and III is presented for purposes of additional nnalysis find Is not a required part of the basic financial statements. Such infomnation has bean subjected to the inquiry and analytical procedures applied in the review of the basic financial statements, end we did not become aware of any material modifications that should be rondo to such infornnatiou. Houston, Texas May 2, 2013 6002Rogerdale,Sic. 200 Houston,Texas77072 Tel281.75¢i120 Pfix281.759.5500 (1) PASKEYINCORPORATEA I3ALANCE SHEIET December 31, 2012 ASSETS Current Assets: Cash and cash equivaleuls Certificate of deposit Accounts receivable - trade Accounts receivable - relainage Accounts receivable - stockholder Costs and estimated earnings hi excess of billings on uncompleted contracts Otter current assets Total current assets Properly, net cal!WMANA31A 0101_l14 Current Lfnbflittes: Line of credit Current maturities of long-term debt Accounts payable Accrued liabilities Billings in excess of costs and estimated earnings on uncompleted contracts Total current liabilities Lone -Term Ltabilllles: Long-term debt, net of current maturities Slockholder's Equity: Conunou stock: - no par value, 100,000 shares authorized, Issued, and outsumdhng Retained earnings S 946,842 151,079 1,549,409 608,465 228,270 181,791 15,471 3,681,327 1,213,131 S 4,894,458 S 260,000 293,790 1,796,215 53,653 170,235 2,573,993 235,606 $ 1,000 2,083,959 2,084,959 $4,894,458 (SeeNotes to Financial Statements) (See ludependent Accountant's Review Report) (2) FASICEY INCORPgJIAM- SIAXE WENT OF INCOME AND RETAINED EARNINGS For tho Year Ended December 31, 201 CoutractRevenue $ 10,946,072 Cost of Contract Revenue 9,828,764 Gross WK& 1,117,308 SeUing, General, and Adminish-ative Expenses 641,516 Other Jucom? (Expense): Merest income $ 1,127 Interest expense (24,089) Other income 11,241 (11,721 Income before state income lax 464,071 State Income Tax 9,194 Net income 454,877 Retained Earnings: Balance, beginning of year 1,629,082 Balance, end of year $ 2,083,959 (See Notes to Financial Statements) (See Independent Acconalant's Rcvlt%v Report) (3) . .. .. ........ ..... .. ... .... PA-Si(F.V TNCORPORAI" Dceern lmr31. 2012 �clfEnrrlr.1 Ce and R4m.� to Esrmutcd Excess of Total Total coo sct Contract Esdm and Emvimy Cosnaad Coobaet Cevteact Estimated LS=tcd BOGam, Rereowe Cosa ProGt 'm Ea Esfimued Xmm Ceetnef Name mmme - P-f.'t mThy mTatt mlbte mlmte fft2g� Eaeei� 1109 NESmris COmdy MUD #1-Edgwood%Map S M690 S 77= S OU69 S - S 80.051 S 72.O46 S 8.005 S 80.051 1108 1.tamrSo - Fa0sar CromMadat. WM 1b17.1OS 1.455394 161.711 1.110.475 14M.188 965" I07319 - S 37= 1106 Cloo3=DewlopmmtCrozp.Ltd-WtomorP- 3A89.654 2.nOA" 302-W - 37.946 36.151 3795 37-W - 1105 T--F mes-FCs=G:=McodowsSte. 1 128.4E 1OL877 26.50 128.442 109= SU77 =-654 - I8911 1103 NotlbwmiSarris Co. MUD$19- MmdowCtesskEstala 625,457 S29A58 100399 SMJ46 474= 398,141 76.131 - 21SU I102 City ofD=P=t-LambotbL=C&M Reptat®mt 124336 99.469 243a 124336 119246 _ 95.077 23.769 - 5.490 I101 1i'CFWSD947- Water Di=dbcd= Symm I391.233 1266.0= mail 313.061 330.709 500.9455 29.764 17.648 - I100 =-Almod-Cestoa L7d 15' Sao SerEal¢sioe 339.010 31L669 20.341 8L480 Mal $3.492 S-129 331 - 1099 Elmf4ld SoW=, LLC-AVV=Woods MA49 W.103 38345 - - - - - 1096 CiyofPasad=- Paaadm Ir Waty Loop IJA7 = 1.687.165 187.463 1.7-19.493 1.738344 IS64S09 173.235 tZI - 1095 Scd= U3ms MUD 03 - Sodom Lalt Ph=it Si".901 776.611 =90 862901 783= 704-W 75323 - 79A73 1094 SC WsaxCaod- Ial= ofCyp=Faat Soo. 4 1.603373 1mms 64.135 1279.425 L3163S9 120.733 52.6% 36%4 S =983T7 SIL66LI16 S L230.161 S Ct39.759 S G151315 S 9569735 S 581S80 S ISL791 S 170=5 (See IodcpmW=A 'sReviewReport) 01) PASKEV INCORPORATED For the Year Furled D[tember3l. 2012 Cecwa NN.h, �maraea Naae CMPktm Coetmcw. llldllll Fb=isCattmuma-R; a PVkS=dom 14& IS 1107 171E PO 1097 NWHCMUD No. 15-Yodq i=C9 Sa; l 1093 C4awnsR03d 1092 ISy ofL, Peae - Mom saes waaLme 1091 Sm MsTtaaelP-PiwT= 1090 FB MUD #144-Pa mwmafotdPmk lots HamsCo=fy MM433-Cy CmkI IM at/ Oita Pore -EaUMein Dmim® 1096 Gals nCa* MUD 46-M=tdh LilmD 1084 G21, nCoomyMW 46-Matbr3h L.dmE 1082 my Ofl4POM-sta flOwmcfSttawrs 1078 NwHC MUD 419- ShadowcmtCatmtty Ctr. 1077 City OnA Para - Link CWar flm a- 1072 City afla Pate -Demltkg Dimth 2010 Od==at[jobs kwthm SSO.ODD Cootraea is Protrraae I109 NEHatrisC CtdyMIM fl-Edpwwd V"8.age 110E T-® F oma-Fallsmce mcado NW 1106 Cloisfa Dcsdopmmt Gtocp.Ltd.-WindsorI, 1105 1.tamatFfO -Fags aCsea Made Seel 1103 NaOwctHmdsCo MUD 019- SLadowCm* Esta¢s 1102 City of Deer Pak -Lmabe6s Lace Calvet RCyla== 1101 EfaWSD447-WasaDBtn3oDOn Sys= 1100 1RC. Alaaoda Geaaa, Le& I5• SM SW Ea¢mim 1099 TamGddHol&a,TLC-AUZ=WOOds 1096 CayofPasad=-Pmd-lrw==Lxp 1095 SedomT-1,sMM61 Scd=Lab r,Ph=IT 1094 HC%V aC0mm-1,1�017Cypmss Fqe Sec4 SCIREDID.F. 11 Tart Faraad to Date Total Easmedia Pain YOms Total F4taed in Caereat Yea C ma Cmtraa Gross Caataaa Comma Cron Ceevaa Coautr 4 Cross C- Nq.1.. Rye ..S Cr-n Mme R. a CC.' Ns ' S 82800 60=4 S =16 S 8ZM S 602U S "516 9&727 91.040 17A87 9&T-7 ELM 17.687 53;511 42S.140 107371 sr-,511 425.140 107371 407.095 330" 26.103 407.095 3809T 26,103 NZ024 3I6351 2SA73 342024 316351 25AM 559,E55 461,108 9&747 SS9m$ 461,108 98,747 SM432 465972 36.660 S 10&451 S 97.W S 10345 3941i1 362366 25315 6M.12A 626.M - 9.180 It= 918 610" 617.SM (918) 492.014 46S,Q9 26,385 33&154 300.33E 33316 ISA860 161291 (7,431) 475-U6 429.743 45.843 233.771 210mc 23377 241315 219349 71-466 97 M3 1.01 L.305 (31.667) - - - 9WA38 1.011305 (31.667) 9M.106 6=168 36L938 $0.735 604629 26KI06 100371 1.539 "M2 232000 20L282 29,118 217A47 195,7m 21.745 14,553 7.180 7373 1d57.931 4175.63E 432293 L441,726 1,158,181 239545 21OMS 17.457 192-748 7L3.E69 51LSOD 207069 706983 $11281 195,702 6=6 519 6367 S3M W246 7! 95415 - 53M 129246 nssssl 8516.204 73M.422 1374.792 3931A47 3,09 -M 839.054 4.lK7S7 4259.029 525,72t 80.051 T_OC6 &M Most r1w &005 )XI.188 965.90 107319 1073,188 965369 107319 37,%6 34,151 3.795 37946 3415I 3395 109331 E6.E77 22.654 M-MI 86,877 22654 4742M 3M.141 76131 474272 39SA41 76.131 I MP4 95.077 =769 118,846 95.077 23.769 330.709 300.945 29.764 330J09 MOOS 29.764 8&811 83AM 5329 suit 83.482 5329 L73&3" 1S64,509 173.E35 1,738,344 1464S09 1M.835 78322E 704905 78323 783=8 704" 78329 1-316389 126&733 SL656 1316389 1263.733 SIA56 6.1513I5 5.50.735 581380 6.151315 5,569,735 SE1S80 S 1AS77-519 1292Lt67 S 1956_30 S &931A47 S3A91393 S 2".054 S ]094&072 S 932&764 SL117308 (See1odependmtAaemsa'sP4 Report) (12) PASKI21 OP ID: CF oRIX CERTIFICATE OF LIABILITY INSURANCE OAre"YAYD1Y" 03/22/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMA71OR ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: It the Certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROOA71ON IS WAIVED, subject to the terms and conditions or the policy, certain policies may require on endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements . PRODUCER 281.661.0002 Else &Aseoclalea 2171Y61HJS North BIdgB 281.360-0281 Sppring, TX 77389Eis* 8haren R. Groppall ' Jessica Hanson Oa 281.661.0002 Mim.281-360-0281 hanson also a one .cone e1sURE s aFFopolro covEn/,oE twcs asu,E,A:SIUm1noUs Ins. Cos. 20098 VISORED Paskey Incorporated Wayne Interests, LLC Curls Pasksy 128 S. 8th Wroel La Porle, TX 77571 INSVRM e: IYSUM1ERC, SISUUR 0. NwREae COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTV nISTANDINO ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER OOOUMENT NTH RESPECT 70 WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERIAS, EXCLUSIONS ANO CONDITIONS OF SUCH POLICIES. LIMITS SHOWN ANY HAVE BEEN REDUCED SY PAID CLAIMS. YT IYPROFDItURUrCG WIR wax POUOYItumom fA O Mira A OEIERAL LIABILITY X COMUERCALL GEnERAL tuaam CWILSAVOErul OCCUR CLP3686084 03128113 0312SM4 FACHOOCURREWX S 1,000,00 R Ea m 5 10000 MEDEXP Oro adm 6 6,00 PERSON&ILADVV1M1RY $ 1,000,00 OWEAM.AGOREQATE 2,00000 OEVLAAOREOATE POUCY UNRAPFUES KM X ,Prgr too PRODUCTS-COUPAOPAGO 3 2,000,00 3 A AUTONOOKELIABRITY X ANY pAUTO �CAt�O ¢C1@� ED X IDREOAUTOS NX ''�1��33M:4`ED CAP3666087 03126113 03126114 3 1,000,00 BODILY INJURY aw penury S BODILY BIRIRY(Prwddpq 6 5 S A X vusaetuuAe EXCE66LIAD XCW OR CW)t5.11ADE CUP2802604 03126113 03126N4 EACHCCCURREACE S 2,000,00 AOOREDATE $ .2.000,00 pF01 X 1pETElmQI 10000 5 A VAIRIER&COMPERSATION ANDEYPLOYEAS'LUMU!Y Y111 ANYPROPMETOPoPAan+FA,F)BICUTIW❑ OFFcI3V)JEYe�J1 EAauDEm (Aandalarylp NN) II1lYpe, Ed TaTIOe Qr- " UA C3586083 0312SM3 03126114 X - S.I.EACHAOCIOENT S 1,000,00 EL DISEASE• FA EMPLOYE 5 1,000,00 EL DISEASE-PGICYUNUT 3 1,00000 A A Equipment Floater netallatlon Float CLP3686060 LP3586090 03120113 02126/13 03126M4 03128114 Leased $300,0000 Location 600,00 DESCRPTIO.NOF OPERATIONS' ICCATIONSI VEIOCLE3 (AOuh ACORD 101, Addeloml Remus kMd+b, Irmem apace IF nqul+ed) SAMPL02 SHOULD ANY OF 1H8 ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE SAMPLE CERTIFICATE THE EXPIRATION DATE THEREOF, 1107100 WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. reserved. ACORD 26 (2010105) The ACORD name and logo are registered marks of ACORD City of La Porte C • C STATE OF TEXAS § § SURETY'S NO. N/A COUNTY OF HARRIS § KNOW ALL MEN BY THESE PRESENTS, THAT Paskey Incorporated (hereinafter called the Principal), as Principal and Section 00431 Bid Bond Form Berkley Regional Insurance Company (hereinafter called the Surety), as Surety, are bound unto the City of La Porte, Texas, a home rule municipal corporation of Hands County, Texas (hereinafter called Obligee) In the amount of Five Percent of the Oreateet Amount aid Dollars ($st or o.A.a.), for the payment whereof said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a Bid to enter into a certain written Contract with Obligee for La Porte, Paving and Drainage Improvements 3rd Street NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully, enter into such written Contract, then this obligation shall be void; otherwise to remain in full force and effect. IT IS EXPRESSLY UNDERSTOOD AND AGREED that if said Principal should withdraw its Bid anytime after such Bid Is opened and before this Bid Bond is returned or before official rejection of such Bid; or, if successful in securing the award thereof, said Principal should fail to enter Into the Contract and furnish satisfactory Performance Bond and Payment Bond, and other required contract documents, the Obligee, in either of such events, shall be entitled and is hereby given the right to collect the full amount of this Bid Bond as liquidated damages. City of La Porte Section 00431 Bid Bond Form PROVIDED, further that If any legal action be filed upon this Bond, venue shall lie In Harris County, Texas. IN WITNESS WHEREOF, the said dayof November .2013 Address: 128 S. 8th Street � La Porte, Texas 77571 NOTE: Attach Power of Attorney Surety do sign and seal this instrument this lath Berkley Regional_lPaUrance Company S re By: Lor E 8, Attorney -in -Fact Address: 12400 Coit Rd., Suite 625 Dallas. Texas 75251 No. 304j POWER OF ATTORNEY BERKLEY REGIONAL INSURANCE COMPANY WILMINGTON, DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY ([he "Company'), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Urbandale,.Iowa, v has made, constituted and appointed, and does by these presents make, constitute and appoint: Lori Ellis, Erbvard L. Moore, Roxanne G. Hebert, Bruce C. DeHart David R. Gro el( A. Ireland, Mar M. Ri aat or Sharen R. Gro ell o Else , PPBeverly Y I PP I'. 1 8 and Associates SuregRhsurance Agency, Inc. of Spring, TX its true and lawful Attomey-in-Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.S50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected J officers of the Company at its principal office in their own proper persons. _ A •= This Power of Attorney shall be construed and enforced in accordance with, and govemad by, the laws of the State of Delaware, o P without giving effect to the principles of conflicts of laws thereof. This Potter of Attorney is granted pursuant to the following f 3 resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on August 21, 2000: T E "RESOLVED, that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and Pqualifying the attomey-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations o a on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; v o and further RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, a'p or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein staled; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attomey-in-fact named; and e further ;n RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any 0 u, power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or a' other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as U 3 though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued" 0 9IN WITNESS WHEREOF, the Company has caused these �pres,ents to be signed and attested by its appropriate officers and its g corporate seal hereunto affixed this /'3day of - 2013. 0 fib Attest: / Berkley Regional Insurance Company o A N . v(Seal) By By ° a Ira S. Lederman J Hafter cy Senior Vice President & Secretary S i Presiden o WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER, o v STATE OF CONNECTICUT ) a . ) ss: COUNTY OF FAIRFIELD ) c pStvom to before me, a Notary Public in the State of Connecticut, this _Z,,? day of 2013, by Jeffrey M. Hafter and 7 Senior Ira S. Lederman who are sworn to me to be the Senior Vice President, and the Senor Vic t and Secretary, respectively, of Berkley Regional Insurance Company. -� EILEEN KILLEEN o NntaarPUln.tcsrnsUtCUnV,vECrtcur h1Y C0kU jISS10Notary Public, State of Connecticut N EXPIRES JUNE 30. 2017 O 'A CERTIFICATE cI, the undersigned, Assistant Secretary of BERKLEY REGIONAL INSURANCE COMPANY, DO HEREBY CERTIFY that the eforegoing is a true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked vor rescinded and that the authority of the Attrn oey-in-Fact set forth therein, who executed the bond or undertaking to which this -SPower.of Attorney is attached, is in full force and effect as of this date. Given under my hand and seal of the Company, this 14 th day of November 2013 (Seal) And M tna IMPORTANT NOTICE To obtain information or make a complaint: You may call Berkley Surety Group's toll -free telephone number for Information or to make a complaint at: 1-866-245.1973 You may also write to Berkley Surety Group at: Berkley Surety Group, Inc. 412 Mt. Kemble Avenue Suite 310N Morristown, NJ 07960 Attention: Surety Claims Department OR E-mail: BSGCIaim@wrbcsurety.com You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1.800-252-3439 You may write the Texas Department of Insurance: P.O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdl.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the company. If the dispute Is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice Is for information only and does not become a part or condition of the attached document. AVISO IMPORTANTE Para obtener Information o para someter una queJa: Usted puede Ilamar al numero de telefono gratis de Berkley Surety Group's para informaclon o para someter una queJa al: 1.865-245-1973 Usted tamblen puede escribir a Berkley Surety Group: Berkley Surety Group, Inc. 412 Mt. Kemble Avenue Suite 310N Morristown, NJ 07960 Attention: Surety Claims Department M91 E-mail: BSGCIaim@wrbcsurety.com Puede comunicarse con el Departamento de Seguros de Texas para obtenerinformacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P.O. Box 149104 Austin, TX 78714.9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us DISPUTAS SOBRE PRIMAS O RECLAMOS: SI Ilene una dlsputa concerniente a su prima o a un reclamo, debe comunicarse con el la companla primero. SI no se resuelve la dlsputa, puede entonces comunicarse con el deparamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposlto de informaclon y no se convierte en parte o condlclon del documento adjunto. City of La Porte e Street Paving and Drainage Improvements Section 00040 BID FORM GLO CONTRACT NO. 12-484-000-6650 CITY BID NO. 14001 3'd Street Paving and Drainage Improvements DATE: Ny, iti , a013 Bid of —Fri ple'a 52NiCt'S. UP an individual proprietorship, a corporation organized and existing under laws of the State of Texas, a partnership consisting ofe}'YIrOIS. O�tV1 otnn &LAIto for Construction of 3 /u nt , for the City of La Porte, Harris County, Texas. Gentlemen: The undersigned bidder has carefully examined the Instructions to Bidders, this Proposal, the General Conditions of Agreement, the Technical Specifications and the drawings for the work herein above described and referred to in the Invitation to Bid and has carefully examined the site of the work and will provide all necessary labor, superintendence, machinery, equipment, tools, materials, services and other means of construction to complete all the work upon which he bids, as called for in the Contract, the Specifications and shown on the drawings, and in the manner prescribed therein and according to the requirements of the City of La Porte. TOTAL BASE BID $ 5.5(A(n , 5(A10. Ct7 written�tx.rnt.Q�tih 1�uehurcdAsdtSurt,.Sw�ilwyuvd lux. LLurcla,d sulk.., 5w dollo�n � z�r�e�,..�s The amounts set forth above are current estimates by Contractor of the amounts that will be determined during the progress of the Work. The separated progress billings from Contractor to the Owner shall reflect the actual amounts expended for the items enumerated above. ALTERNATES: If necessary, attach detailed explanation to proposal. 1. I Add Deduc $ 31�IIy�4.GD 2. 3. IIIIIIIIIIIIII[E Mi. 11tNT-011 Ad Deduc $ goDa awl.o0 It is understood and agreed that the work shall be complete in full within ninety (450) calendar days after the dale on which work is to be commenced as established by the Contract Documents. 00040 - 1 City of La Porte e Street Paving and Drainage Improvements Section 00040 It is agreed that the contract price may be increased or decreased to cover work added or deleted by order of the Engineer, in accordance with the provisions of the General Conditions of Agreement. The award may be made on the Base Bid alone or the Base Bid and any or all of the Items listed under Alternates or Substitutions, if any. The undersigned agrees that the amounts bid in this proposal will not be withdrawn or modified for sixty (60) days following date of bid opening. It is understood that the bid security accompanying this proposal shall be returned to the undersigned unless, in case of the acceptance of this proposal the undersigned should fail to enter into a construction contract and execute bonds as provided in the specifications. In the event the undersigned should fail to enter into a construction contract and execute bonds as required within 14 calendar days after the Engineer has given unsigned contracts to the Contractor, it is understood and agreed that the bid security shall be forfeited to the Owner and shall be considered as payment for damages due to delay and other inconveniences suffered by the Owner as a result of such failure on the part of the undersigned. It is understood that the Owner reserves the right to reject any and all bids. In the event of Award of the Contract to the undersigned, the undersigned agrees to furnish Performance and Payment Bonds as provided In the Specifications. The undersigned certifies that the bid prices contained in this proposal have been carefully checked and are submitted as correct and final Date AotlPwrhtr )q=13 Signed 42ela By fla((roja �rvun. � 0 OTa )4kontnP l+a Q d s SEAL (if Bidder is a Corporation) Acknowledge receipt of Addenda B :— Addendum No. / _ Date Received II1I 1 _ -lu� n . Tx '1'13310 (Address) QSI sea saLru (Telephone Number) 00040 - 2 City of La Porte 3"' Street Paving and Drainage Improvements A. BASE BID UNIT ITEMS Section 00040 ITEM ESTIMATED UNIT TOTAL NO. I DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 Mobilization LS 1 100=00 McCaw 2 Traffic Control and Regulations LS 1 01555 ?f=.CO 85000.00 3 Remove and Replace all si na e LS 1 DWOp la0000,00 4 Clearing and Grubbing 02233 LS 1 15=cO SOOO.00 5 SWPPP Protection 01565 LS 1 1000.CO 1000,C)o 6 Adjust Existing Inlets, Manholes, and LS 1 Valve Boxes to Grade 02086 ao00O00 a0000.00 7 Trench Safety 01561 LF 7,293 1.00 rag5,00 8 Sodding (02922) SY 13,055 3,30 q5o%1•Ey'O PAVING 9 Roadway Excavation 02315 CY 12.770 a,CO 1552Uo.oO 10 7" Reinforced Concrete Pavement, SY 19,300 complete -in -place 02751 36•00 (.e116500•co 11 8" Reinforced Concrete Pavement, SY 583 'I complete -in -place 02751 Y3.io 16Dt09-cO 12 HMAC Type D Surface Course, 2" TON 170 thick 02711 I (C.00 18 f00,00 13 Crushed Concrete/Lim eslone Base TON 670 Course,RCCB 02713 y5•0o Agglo,00 14 6" Lime Stabilized Subgrade 02336 SY 25,000 1.50 (R9:500.0o 15 4"x12" Reinforced Concrete Curb LF 7,785 js0 a7aL1z50 (027711 16 6" Reinforced Concrete Curb LF 890 3119.00 02771� 17 Lime 8% 02336 TON 570 160.00 S5500.00 18 6 " Reinforced Concrete Driveways SY 3,400 5100 173yoo.00 02754 19 4.5" Concrete Sidewalk, complete-in- SF 31,910 S.50 1"1550S.00 lace 02775 20 Curb Ramps, complete -in -place EA 43 1y00.00 (v0a00.0C� 02775 00040 - 3 City of La Porte 3' Street Paving and Drainage Improvements Section 00040 Bid Form DEMOLITION 21 Remove and Dispose of Pavement, Street, Drives, and Sidewalk, All Thicknesses 02221 SY 22,200 3.50 77-700.60 22 Remove and Dispose of Storm Sewer Pipe and Structures 02221 LS 1 'CbX0 CO 50000 00 STORM SEWER 23 Type "C" Concrete Manhole 02633 EA 6 55MC0 3 000.00 24 Concrete Junction Box Structure, All T es 02633 EA 10 155Co.00 )5500a00 25 Type "Cl" Inlet 02633 EA 32 46WCO a coo.00 26 T e "BB" Inlet 02633 EA 3 40mo0 /2000.00 27 Type "A" Inlet 02633 EA 33 -2m0.00 09 000.00 28 24" RCP Storm Sewer 02631 LF 866 $-CO bqa 80.00 29 30"RCP Storm Sewer 02631 LF 645 /05.00 L07aS.00 30 36" RCP Storm Sewer 02631 LF 689 asOD %I a SOO 31 42" RCP Storm Sewer 02631 LF 154 )50.00 a3100.00 32 48" RCP Storm Sewer 02631 LF 562 /']5.00 98350.0o 33 72" RCP Storm Sewer 02631 LF 939 qw,00 07aoCo 34 84" RCP Storm Sewer 02631 LF 471 two.00 a8afp00.00 35 10'X5' RCB Storm Sewer 02631 LF 1,876 `] ,00 05 y000 36 12'X5' RCB Storm Sewer 02631 LF 577 D35LOO tQ'7199.W UTILITY ITEMS 37 12" Water Line Offset, Complete-in- place (02511) LF 130 90.00 a�700.00 38 10" Water Line Offset, Complete-in- lace 02511 LF 54 180 00 CM;LO.00 39 8" Water Line Offset, Complete-in- place (02511) LF 280 JU500 gWL00.00 40 6" Water Line Offset, Complete-in- place (02511) LF 50 /US.OD Sa50.00 41 Sanitary Sewer Conflict, Structures and Pipes, Complete -in -place 02531 LS 1 rqDCW,0D 5DOOO.00 42 8" Sanitary Sewer Ductile Iron Pipe, Complete -in -place (02531) LF 20 a30.00 4(p00.00 BASE BID ITEM SUBTOTAL 155525uto. 00040-4 City of La Porte P Street Paving and Drainage Improvements Section 00040 EXTRA ITEMS 1 12" Storm Sewer Yard Inlet, EA 2 a'�'� Complete -in -Place 2 8" Storm Sewer PVC, Complete -in- LF 100 (10.0p ((OOO.00 lace 3 Concrete Slope Paving — 4" thick SY 100 i0.00 �00.00 with #3 bars 18" O.C. E A. Wa 4 Dewaterin 01578 LF 100 5D.00 6000.00 EXTRA WORK ITEM SUBTOTAL 1 0sow.00 BASE BID ITEM TOTAL 5ZT& 6(A&. A. TOTAL BASE BID PRICE $ 6,5(-r-tQ,'5CQU• OO (SUM OF BASE BID SUBTOTAL AND EXTRA ITEM SUBTOTAL) ALTERNATE 1 BID Remove Main Street to "A" Street ITEM ESTIMATED UNIT TOTAL NO. I DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 DEDUCT -Mobilization LS 0.1 1=0.00 10CCO.Co 2 DEDUCT -Traffic Control and LS 0.1 Re ulations 01555 _�6=cO 10600.00 3 DEDUCT -Remove and Replace all LS 0.1 ZCOQOOI a400.0U si na a 4 DEDUCT -Clearing and Grubbing LS 0.1 150Mpp /S00.00 02233 5 DEDUCT-SWPPP Protection LS 0.1 /000.00 1�.00 01565 DEDUCT -Adjust Existing Inlets, 6 Manholes, and Valve Boxes to LS 0.1jCCO, aOCp,OO Grade 02086 7 DEDUCT -Trench Safety 01561 LF 514 (.CO 514.00 8 DEDUCT -Sodding (02922) SY 750 3.30 co PAVING 9 DEDUCT- Roadway Excavation CY 900 1a,cc) /OW0.00 02315 DEDUCT- 7" Reinforced Concrete 10 Pavement, complete -in -place SY 3,060 35.00 f O'7100.00 02751 14 DEDUCT-6" Lime Stabilized SY 3,450 a.SO 8t9a5.Go Subgrade 02336 16 DEDUCT6" Reinforced Concrete LF 600 3.50 �/00. oO Curb(024,1) 0241 00040 - 5 City of La Porte 3" Slmel Paving and Drainage knpmvemenls Section 00040 Bid Form ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 17 DEDUCT -Lime 8% 02336 TON 92 $0.00 /3800-CO 18 DEDUCT-6 " Reinforced Concrete SY 200 Dfivewa s 02754 51.00 /Dao"O 19 DEDUCT-4.5" Concrete Sidewalk, SF 1,930 complete -in -place 02775 5.50 /0015.00 20 DEDUCT -Curb Ramps, complete -in- EA 6 1�i00.00 lace 02775 $t/00.0O DEMOLITION DEDUCT -Remove and Dispose of 21 Pavement, Street, Drives, and SY 3,500 3.Sp �cZo15D.oO Sidewalk, All Thicknesses 02221 DEDUCT -Remove and Dispose of 22 Storm Sewer Pipe and Structures LS 0.1 p0g>-00 6700000 02221 STORM SEWER 23 DEDUCT -Type "C" Concrete EA 3 ��� Manhole 02633 �r60Q0o 27 DEDUCT-T a "A" Inlet 02633 EA 6 3=oo Jsocnoo 28 DEDUCT-24" RCP Storm Sewer LF 123 gwaoO 02631 8000 30 DEDUCT-36" RCP Storm Sewer LF 216 /a�j Op a%000.00 02631 32 DEDUCT-48" RCP Storm Sewer LF 95 1'i5.00 1fcfRaS OD 02631 UTILITY ITEMS DEDUCT-12" Water Line Offset, 37 1 Complete -in -place (02511) LF 80 19 .co /5a0O•00 ALTERNATE 1 BID ITEM TOTAL (31q144,00) B.TOTAL BASE BID PRICE PLUS ALTERNATE 1 $ 5i a5a 4aa. CO (SUM OF TOTAL BASE BID AND ALTERNATE 1) C. ALTERNATE 2 BID (Remove Main Street to "B" Street) ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 DEDUCT -Mobilization LS 0.2 00p00,00.10000.00 2 DEDUCT -Traffic Control and LS 0.2500p00 rjOOQpp Regulations 01555 3 DEDUCT -Remove and Replace all LS 0.2 gCCO.0O si na a '200MOO1 00040 - 6 City of La Porte 3° Street Paving and Drainage hnprovemenfs Section 00040 Bid Form ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT I QUANTITY PRICE COST 4 DEDUCT -Clearing and Grubbing LS 0.2 00.00 02233'&5 5 DEDUCT- SWPPP Protection LS 0.2 1000.00 100.00 01565 DEDUCT- Adjust Existing Inlets, 6 Manholes, and Valve Boxes to LS 0.2 Op00.00 L1000. 00 Grade 02086 7 DEDUCT -Trench Safety 01561 LF 1,520 1.00 /5a0,Co 8 DEDUCT -Sodding (02922) SY 2,420 3.50 ?9W.00 PAVING 9 DEDUCT- Roadway Excavation CY 2,200 la '00 (9 ��100•CO 02315 10 DEDUCT- 7" Reinforced Concrete SY 4,980 3500 )70500.00 Pavement,com lete-in- lace 02751 14 DEDUCT-6" Lime Stabilized SY 5.720 a•� 1�3�'OD Sub rade 02336 15 DEDUCT- 4"xl2" Reinforced LF 575 3� 201a'S0 Concrete Curb 02771 16 DEDUCT- 6" Reinforced Concrete LF 885 3.60 5011-1.50 Curb 02771 17 DEDUCT- Lime 8% 02336 TON 153 50•CO aa950.00 18 DEDUCT- 6 " Reinforced Concrete SY 430 51,00 01�30.00 Driveways 02754 19 DEDUCT-4.5" Concrete Sidewalk, SF 5,180 5.50 aWao0 complete -in -place 02775 20 DEDUCT- Curb Ramps, complete -in- EA 10 1�00'00 /400D•�I lace 02775 DEMOLITION DEDUCT- Remove and Dispose of 21 Pavement, Street, Drives, and SY 5,750 3.50 '�0125.00 Sidewalk, All Thicknesses 02221 DEDUCT- Remove and Dispose of 22 Storm Sewer Pipe and Structures LS 0.2 Sb000.00 /0000.00 02221 STORM SEWER 23 DEDUCT- Type "C" Concrete EA 4 s500.00 aa00o.OJ Manhole 02633 24 DEDUCT- Concrete Junction Box EA 1 /5500,C6 15560.06 Structure, All Types 02633 25 DEDUCT- Type "C1" Inlet 02633 EA 4 q=.00 Ap000.00 27 DEDUCT- Type "A" Inlet (02633), EAE238 8 3W0.00 (1000.00' 28 DEDUCT-24" RCP Storm Sewer LF 80.00 r'9p�000 02631 00040-7 City of LaPorte 3"' Street Paving and Drainage Improvements Section 00040 Bid Form ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 29 DEDUCT- 30"RCP Storm Sewer LF 76 /05,00 INbo.00 02631 32 DEDUCT- 48" RCP Storm Sewer LF 562 MOD g835A� 02631 UTILITY ITEMS DEDUCT- 12" Water Line Offset, 37 1 Complete -in -place (02511) LF 130 jC/Q0O �000.00 ALTERNATE 2 BID ITEM TOTAL ( L01ust. Oy C. TOTAL BASE BID PRICE PLUS ALTERNATE 2 $ 4, 9G5, 685.0o (SUM OF TOTAL BASE BID AND ALTERNATE 2) D. ALTERNATE 3 BID (Remove Main Street to "B' Street and All Sidewalk) ITEM I ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 DEDUCT -Mobilization LS 0.2 100000, a000Qo0 2 DEDUCT -Traffic Control and Regulations 01555 LS 0.2 36000XO 7000.00 3 DEDUCT -Remove and Replace all LS 0.2 a0000.00 4000.00 si na a 4 DEDUCT -Clearing and Grubbing 1022331 LS 0.2 1500000 5000,00 5 DEDUCT- SWPPP Protection 01565 LS 0.2 1000.00 a00.00 DEDUCT -Adjust Existing Inlets, 6 Manholes, and Valve Boxes to LS 0.2 COOOAO 4000.00 Grade 02088 7 DEDUCT -Trench Safety 01561 LF 1,520 1.00 /riaCO 8 DEDUCT -Sodding (02922) SY 2,420 3.W ( 9MACO PAVING 9 DEDUCT- Roadway Excavation 02315 CY 2,200 ja,OO ,aug00.00 10 DEDUCT- 7" Reinforced Concrete SY 4,980 M•00 1174300.00 Pavement,com lete-in- lace 02751 14 DEDUCT-6" Lime Stabilized Sub rade (01191 SY 5,720 a ,SO ) 4 300•60 15 DEDUCT- 4"x12' Reinforced Concrete Curb 02771 LF 575 3.50 �01a.50 16 DEDUCT- 6" Reinforced Concrete LF 885 3.50 3di 7.60 Curb 02771 f4rIri[r]t .] City of La Porte 3 d Streel Paving and Drainage Improvements Section 00040 Bid Form ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 17 DEDUCT -Lime 8% 02336 TON 153 J50.00 c?a950.00 18 DEDUCT- 6 " Reinforced Concrete SY 430 Driveways 02754 51-00 a11930.00 19 DEDUCT- 4.5" Concrete Sidewalk, SF 29,980 5,50 jl>u1890.00 complete -in -place 02775 20 DEDUCT- Curb Ramps, complete-in- EA 35 1� U90o0o0 lace 02775 DEMOLITION DEDUCT- Remove and Dispose of 21 Pavement, Street, Drives, and SY 5,750 3.50 AD a5 00 Sidewalk All Thicknesses 02221 DEDUCT- Remove and Dispose of 22 Storm Sewer Pipe and Structures LS 0.2 50ao0.00 Ipooao(D 02221 STORM SEWER 23 DEDUCT- Type "C" Concrete 4 5Sp0,00 g1o00.00 Manhole 02633)EA 24 DEDUCT- Concrete Junction Box EA 1 JSSoo.oO /55oca 00 Structure All T es 02633 25 DEDUCT- Type "Cl" Inlet 02633 EA 4 �k=.co ft0000.o0 27 DEDUCT- Type "A" Inlet 02633 EA 8 3000•00 2000.00 28 DEDUCT- 24" RCP Storm Sewer LF 238 $0.00 190V0.00 02631 29 DEDUCT- 30"RCP Storm Sewer LF 76 IOS.oO 1930.E 02631 32 DEDUCT-48" RCP Storm Sewer LF 562 195.00 q'$35D.00 02631 UTILITY ITEMS DEDUCT- 12" Water Line Offset, 37 Complete -in -place (02511) LF 130 /Q0.00 qq 700.00 ALTERNATE 3 BID ITEM TOTAL (�2841190i) D. TOTAL BASE BID PRICE PLUS ALTERNATE 3 $ `I. N2, 285.00 (SUM OF TOTAL BASE BID AND ALTERNATE 3) 00040 - 9 City of La Porte 3 ° Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE RESPONDENT AFFIDAVIT The foregoing prices shall include all labor, materials, equipment, removal, overhead, profit, freight, insurance, etc., to cover the finished work specified in this bid. All items bid and installed under this procurement must be new and unused and in undamaged condition. The City of La Porte is tax exempt and no taxes shall be included in the pricing of this solicitation. Respondent understands that the Owner reserves the right to reject any or all bids and to waive any informalities in the solicitation. The respondent agrees that this solicitation shall be good and may not be withdrawn for a period of sixty (60) calendar days after the scheduled closing time for receiving submittals. The undersigned affirms they are duly authorized to represent this firm, that this proposal has not been prepared in collusion with any other firm, and that the contents contained herein have not been communicated to any other firm prior to the official opening. Respectfully submitted: Business Name: Triple B Services, LIT, r u . Printed Name: Authorized Signature: Date: NOWmtuf Wu A013 00300 - 2 City of La Porte 3' Street Paving and Drainago Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE CERTIFICATION OF RESPONDENT City of La Porte Ordinance #98-2217 prohibits any expenditure for goods or services by the City of La Porte from any person, firm, or corporation owing any delinquent indebtedness to the City. The undersigned respondent further certifies that it is in compliance with the requirements of said ordinance. A copy of the ordinance may be obtained by contacting the City of La Porte Purchasing Division at 281-470-5126. If undersigned bidder is not in compliance with Ordinance 98-2217, it hereby assigns to the City of La Porte, the amount of its delinquent indebtedness to the City of La Porte, to be deducted by the City of La Porte from the amounts due the undersigned. Failure to remit this certification with the response or non-compliance with said ordinance shall be just cause for rejection or disqualification of submitted proposal. The undersigned hereby certifies that it is In compliance with Ordinance 98-2217. Or The undersigned assigns to the City of La Porte, the amount of its delinquent indebtedness, to be deducted by the City of La Porte from the amounts due the undersigned. (Initial one of the above) Business Name: Triple B Services, L.L.P. _HLARn-an 6 Printed Name:Ala-A-Ina &XCU D. i uu City of La Porte r Street Paving and Drainage hnprovements Section 00300 City of La Porte Forms CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity Tins quesllonnalle reflects changes made to the law by H.B. 1131. 0011 t,eg., Regular session. OFFICEUSEONLY This questionnaire is being riled In a=irdancawith Chapter 170.1-o-_al Government Code oaa A..a•.a by a person who less a business relationship as defined by Section 170.00 i (f-o)with a Icoal governmental entity and the person meets requirements under Section 170.000(3). By taw Ibis queslonnalm must be sled Vth the records administrator ofthe local governmental entity not later than (he 7th business day a -ter the date the person becomes aware of facts that require the statement to be filed. See Section 176.1106. Local Gweernmenl Code. A person commits an offense if the person kn rwingy violates Seclion 170.000, Local Government Code. An offense under this secFon is a Class C misdemeanor. 1 Name of person who has a business relationship with local governmental entity. Triple B Services, L.L.P. a ❑Cheek this boa if you are filing an update to a previously riled questionnaire. (The law requires that you rite in updated completed gvestonnalre with the appropriate Will; authority not later gran the 7th busness day after the date the agc Yr.y filed questionnaire becomes inccrW.ele ci inacoxa!e.) 2.1 Name of local government officer with whom filer has employment or business relationship. Name of Gfficer This secton (tern S Including subparts A. B. G S 0) mast be completed for each officer with whom the Her has an employment cr other Wii ass relatwship as defined by Section 170.001(I-a). Local Government Code. AFa:h addtmai pages to this Fans CIO as necessary. A. Is the local government officer named in this section receiving or likely to reosve taxable income, other than Investment rclttnu, from the filer of the questionnaire? Yes ® No 9. Is the filer of the quesllonnalre teceMmi cr likely to reca.ve laxab!e immme, other than investment Income. from or at the d"recdon of the local government officer named in Ihls section AND the taxable income is not received from the local ganrrhrrvntal enduyl FlYes NO C. Is the Nor of th[s questienna re employed by a corporation or other business entity Wth respect to wNch the local yavarnmsni officer serves as an olfcar or dfraeter, er holds an ownership of 10 percent or, mere? QYes M No O. Oesecibe each empkyment or tusiness relatnnship vdeh the Icoal government officer named in this section. a slsmaldre of pe.Ton coleg busnees ofih sne ga.en renal ea!ny Cat AfJpted M291007 City of La Porte 3" Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE PROTECTION OF RESIDENT WORKERS COMPLIANCE The City of La Porte, Texas actively supports the Immigration and Nationality Act (INA) which Includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers may hire only persons who may legally work in the United States (i.e., citizens and nationals of the U.S.) and aliens authorized to work in the U.S. The employer must verify the identity and employment eligibility of anyone to be hired, which includes completing the Employment Eligibility Verification Form (1-9). The Contractor shall establish appropriate procedures and controls so no services or products under the Contract Documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment. Business Name: Triple D Services, L.L.P. Address: 16ap Old Ako&-C6 o Rd "U'ihnAn' %—I-1--nto Printed Name: na Authorized Signature: Date: WICMbAY' 14, ADl3 14111 rlrlm City of LaPorte 3 ° Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE INDEMNITY HOLD HARMLESS AGREEMENT To the fullest extent permitted by law, Contractor, its successors, assigns and guarantors, shall pay, defend, Indemnify and hold harmless the City of La Porte, Its agents, representatives, officers, directors, officials and employees from and against all allegations, demands, proceedings, suits, actions, claims, including claims of patent or copyright infringement, damages, losses, expenses, including but not limited to, attorney's fees, court costs, and the cost of appellate proceedings, and all claim adjusting and handling expenses, related to, arising from or out of or resulting from any actions, acts, errors, mistakes or omissions caused in whole or part by Contractor relating to work, services and/or products provided in the performance of this Contract, including but not limited to, any Subcontractor or anyone directly or indirectly employed by or working as an independent contractor for Contractor or said Subcontractors or anyone fOr whose acts any of them may be liable and any injury or damages claimed by any of Contractor's and Subcontractor's employees or independent contractors. The Contractor expressly understands and agrees that any insurance policies required by this contract, or otherwise provided by the Contractor, shall in no way limit the responsibility to indemnify, keep and save harmless and defend the City of La Porte, its Council members, officers, agents and employees and herein provided. Business Name: Triple D Services, L.L.P. Address: &0 018 Qd Printed Name: Authorized Signature: Date: "OyemiUi it r�Ula 00300 - 5 City of La Pork NONCOLLUSION AFFIDAVIT 3'd Sn•eer Pendng and Drainage Improvements OF PRIME; BIDDER Section 00420 NONCOLLUSION AFFIDAVIT OF PRIME BIDDER State of --b-QS ) County of Ljra I Urkf2 , being first duly sworn, deposes and says that: 0)5He is SY Pro)'&eA A M i'n of _LLID1P 6 c-PriliCRZ)the Bidder that has submitted the attach d Bid; r (2) He is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; (3) Such Bid is genuine and is not a collusive or sham Bid; (4) Neither the said Bidder nor any of its officers, partners, owners, agents, representatives, employees or parties in interest, including this of fiant, has in any way colluded, conspired, connived or agreed, directly or indirectly with another Bidder, firm or person to subm it a collusive or sham Bid in connection with the Contract for which the attached Bid has been submitted or to refrain from bidding in connection with such Contract, or has in any manner, directly or indirectly, sought by agreement or collusion or communication or conference with any other Bidder, firm or person to fix the price or prices in the attached Bid or of any other Bidder, or to fix an overhead, profit or cost element of the Bid price or the Bid price of any other Bidder, or to secure through any collusion, co,(spiracy, connivance or unlawful agreement any advantage against the '+, r+e. (Local Public Agency) or any person interested in the proposed Contract; and (5) The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the Bidder or any of its agents, representatives, owners, employees, or parties in interes/lincluding this affiant., (Signed) Subscribed and sworn to me this 1 _ day of Ua>emhj f , a-013 By N aryublic I - I a- IS %� ••'!t`..� TIFFANY MICHELE GALVAN My commission expires Notary Public, State of texas i r ' My Commission Expires END OF DOCUMENT j, ��if + Jonuafy 12, 201 s 00420-1 of La Porte STATEMENT OF MATERIALS AND OTHER CHARGES MATERIALS INCORPORATED INTO THE PROJECT: S a 6(e. wo. 00 ALL OTHER CHARGES: S o2+�$��, sc>:%.dO TOTAL: S r SiRLD 'RAb. 00 This total must agree with total "Total Amount Bid" figure shown on the bid sheet. For purposes of complying with the Texas Tax Code, the Contractor agrees that the changes for any material incorporated huo the project in excess of the estimated quantity provided for herein will be no less than the invoice price for such material to the Contractor. 00900 - 3 r sr ro q +mod ,Tri fe'B Services' LLP:Similar,Project " JeContracorsrpJProFsGm Status`,..EpglneerCom anr z Enginee�_',Phone� :t 11-0653 TX Med Ctr- Moursund & Lamar Fleming Improve 1,973,558.20,Complete Texas Medical Center 713-591-0167 11-0906 Washington Heights Public Improvements 3,288,970.501Active IGmley-Hom & Assoc., Inc 281-597-9300 08-0129 Trinity -Houston Gardens Drainage Improvements ` 7,572,822.50IComplete City of Houston Public Works 713-837-0978 0"513 Mesa Drive Improvements 1 10,446,736.151complete City of Houston Public Works 713-837-7156 12-0357 Hayes Rd Paving/Drainage Improvements I 5,787,855,80 Active City of Houston Public Works 832-395-2238 ADDENDUM NO. 1 City Bid No. 14001 City of La Porte 3rd Street Paving and Drainage Improvements Date: November 13, 2013 To: All Interested Parties From: Heath Lyle, PE CobbFendley The following additions, deletions, clarifications and changes are hereby made a part of the RFP Documents for the above referenced project as fully and as completely as though the same were included therein. Contract Document and Technical Specification Revisions; 1. In Section 00030 Instructions to Bidders on pages 3 and 4 replace paragraph 6.1 and 6.1.1 which revises the question and answer period as follows: 6.1 All questions about the meaning or intent of the Bidding Documents are to be directed to ENGINEERIARCHITECT or OWNER, in writing not less than 36 hours prior to the date for opening of Bids. No response will be provided to a Bidder's oral question if the question Involves an Interpretation of the intent or meaning of the Contract Documents, or the equality or use of products or methods other than those designated or described on the Drawings or in the Specifications. Any information provided to Bidders other than by means of the Contract Documents, including Addenda as described below is given informally for information and the convenience of the Bidder only and is not guaranteed. The Bidder agrees that such information shall not be used as the basis of nor shall the giving of any such information entitle the Bidder to assert any claim or demand against OWNER or ENGINEER/ARCHITECT on account thereof. 6.1.1 Replies will be issued by Addenda mailed or delivered to all parties recorded by ENGINEER/ ARCHITECT or OWNER as having received the Bidding Documents, within 24 hours prior to the dated fixed for the opening. All Addenda so issued shall become part of the Contract Documents. Page I of 2 Plan Revisions: Replace Sheet 28, 3 d Street Plan & Profile STA. 0+50 To 5+50 to include the outfall revisions per attachment AD1 which includes a 6" thick, 12'x12' concrete ditch connection between the proposed outfall pipe and the existing ditch channel. The bedding requirements for the storm sewer shall also apply to the ditch connection. Slope paving shall be used to lie into the existing and proposed grades. The grassy extreme storm event overflow path limits have also been further defined on this plan sheet. The pay items are as specified in the attachment with no additions to the bid form. HEATH R. LYLE 102946 11/l3/t3 APPROVED FOR ISSUE: By Cobb, Fendley, and Associates, Inc. END OF ADDENDUM NO. 1 Please acknowledge receipt of this addendum with signature and date and return with completed Bid Documents. Also acknowledge receipt of Addenda in Section 00040 of the Bid Documents. Failure to do so may cause your Bid to be considered non -responsive. Receipt of this Addendum No. 1 (Ci(y Bid No. 14001) Is hereby acknowledged A ted Sl nature Triple B Services, L.L.P. Company Name Page 2 of 2 L10o. lu , a0r3 Date City of La Porte 3'" Street Paving and Drainage Improvements Section 00050 Bid Bond Form BID BOND STATE OF TEXAS § § SURETYS NO. N/A COUNTY OF HARRIS § KNOW ALL MEN BY THESE PRESENTS, THAT TRIPLE B SERVICES, LLP (hereinafter called the Principal), as Pdndpal and T IBERTY MUTUAL INSURANCE COMPANY (hereinafter called the Surety), as Surety, are bound unto the City of La Porte, Taxes, a home rule municipal corporation of Harris County, Taxes (hereinafter called Obligee) In the amount of FIVE PERCENT OF GREATEST Amu :DoOar� sz cAB 1, for the payment whereof said Principal and Surety bind themselves, and their helm, administrators, executors, successors and asalgns, Jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a Bid to enter Into a certain wdten Contract with Obilgse for 9rd STREET PAVTNG S DRAINAGE TMPIJOWMnS NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that If the said Principal shall faithfully, enter Into such written Conbact, then this obligation shall be void; otherwise to remain In full force and effect. IT IS EXPRESSLY UNDERSTOOD AND AGREED that If said Principal should withdraw Its Bid anytime after such Bid Is opened and before this Bid Bond Is returned or before oMdal rejection of such Bid; or, If successful In securing the award thereof, said Principal should fall to enter Into the ConbW and furnish satisfactory Performance Bond and Payment Bond, and other required contract documents, the Obligee, in either of such events, shall be entitled and Is hereby glven the dght to collect the full amount of this Bld Bond as liquidated damages. 00050 -1 City of Le Porte 3'° Sliest Paving and Drainage Improvements Section 00050 Bid Bond Form PROVIDED, further that If any legal action be filed upon this Bond, venue shall Ile In Harris County, Texas. IN VNTNESS WHEREOF, the sold Principal and Surety do sign and seal this Instrument this 1-Ith day of NnvmMart . 20-U_. ER CES LLP LTMRTY MUTUAL INSURANCE COMPANY Pdndpa �ontrado Surety By: .r. r7OOna�ar kp Ro ert M. Overbey, r. 1�1U�te* PAYA;n Attorney —In —Fact Address:_820 Old Atnarnrlra Rd. Addrass:.8350 N. C@iTRAI. li%PRESSWAY, Suite 850 ,-.Aiiffman Texan 7Z136 Dallas, Texas 75206 NOTE: Attach Power of Attorney 00050 - 2 ",a "reloWs.- 7111 A American Fire and Casualty Comp The Ohio Castle y Insurance Company; cal:Company Libed Mull -insuran ual Vest American InsuranceCc mpany \7' - P Y: .r STATE OF H ON. is GfegoryW. Davenport LAsslsusnt�SKrolsrj COUNTY OF KING. M cn On this 71h day of Aurtust beldre me personally appeared Gregory W. Davenport, who ack"g;d himself to be are �kis" "Idy of AmIli". -M Fire arxFCasudy Company. Liberty Milual Inturance Company, The Ohio Casualty Convwy, and VWst American Insuranoo Company , am th ,Q) ON, as'such;belfigauthomed so to do,' :3 oregorm instruinentror pueooseitheieinco6laWd by .execute the I a du auzed o call :r4) M > ,IN VA41I MEJREOF, I hays hereuhlosubscribed my name and stlit Ty notarial seal at Seattle, ashinglDr, on the day end year first . .... . :0 M Y. KDR Jay. 1,19104pubfic .0 0 This Pomi ofAliomeyls made a executed pursuanito and by suilhodprof the foWnd By-Imm aWAu.ftdz.aVonsofAmer1cisri Fhe. and Casualty Corrpany, The Ohlo Caitudly Insurance. Carpany; Liberty hknuel Insurance Company, mpan resolutions . aren . ow 16 . full force and effect WedInj as jo� yuh and WaslArnarlicari Insuirtm Co ARTICLE j IV—OFFICERS-Sedibn12.PoWwolAffmno -Anyoffi6erdrotm(OWalotUCO*,rbOmbahD6zed(6rNtpurob.3einwd0iVb' M the Pn� L 'rid MC mum.or, en e strbjeclo to such limltalloii'63 the 6"irtor: the President may prescribe, shell appoint such allomoys4rimlact, is mule seral, aclutdmrted deliver Chairmen y be:rteceiiaitr to act In beluell of lite CoMoraticin to: milI nyorxljundertaldnqs��bordls recoffnizahcesandolher"� bl suiih ct, S66jea to the thnitawns set f Z `'ai powais of aaomeY shad hays Wtl parer m bkid the Corporetbn by Uielr alpnaturg end aiecjNon of any eudi insbumeMs ei(d M 811aCi1, U1eielo Ble seal aL16e.Corpaauon ;;Wfien so. = the .as Executed such Instruments $hall be as binding as If stried by.the 'presldwallisled by the secretary. &VIllfcate:01 Designallow- The Pr6lderrl6fthe Compan.y,e@N jiurs4itt to; Bytavig of the cornpiny-.augarlYw Owri W. as maybe necauary ;a to ail on behalf of IN Company' to make, axecule, sea[. aiik"gei-ohddagger as iuraft, any and ill uirdod"63. bonds. "nizen, and.othersurety,obNallorm... In I qsqqrsen�o OW CdWanys Board of Directors U*Company odmksthilfacibdle'orrr"UVr6prodved.slgnpWfodfany .as C.orop.aAj,*wIqwr appearing upon 6 cenified copy of any power. of Worney issued by.the Company In connecltoii mid Surety bondsshelf bevaad and binding u j: DaM M.Parey, the undersigned ,.AoWOlSe&e*:oiAmuicm Fire and Castiallytomparty, The Ohio Casualty Instinancts Compa ny Liberty Wid Insuirm 'American Insurance Comp 'and anydohere6triceroly true, ooffec!0opyo "Yovilt Is in 611 to es end effect and has not been ked fer -.INTESTIMONY.WkFIEOF_j I ttave hireunld set.my hard and affixed the seals ofsald Companies this *** ffix 41 Liberty Mutual. SURETY Important Notice TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT: You may write to Liberty Mutual Surety at - Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19482-8284 You may contact the Texas Department of Insurance to obtain informatlon on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. 0. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: hito //www tdi state tY �� E-mail: ConsumerProtection(catdi atilta tv „a Premium or Claim Disputes Should you have a dispute concerning a premium, you should contact theiagent first. If you have a dispute concerning a claim, you should contact the company first. If the dispute Is not resolved, you may contact the Texas Department of Insurance. Attach This Notice To Your Policy: This notice Is for information only and does not become a part or condition of the attached document. LAlxsasoo Page 1 of Y Rev. 7.1.07 Liberty Mutual: NOTIFICACION IMPORTANTE PARA OBTENER INFORMACION 0 REALIZAR UNA QUEJA: Usted puede escriblr Is notificacl6n y dlrigirla a Liberty Mutual Surety en Is sigulente direccl6n: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 1002-8284 Usted puede contactar at Departamento de Seguros de Texas pars obtener informacion scarce de las compaAlas, cobertures, derechos o quejas: 1-800-252-3439 Usted puede escribir al Departamento de Seguros de Texas a Is sfgulente direccf6n: P. 0. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: Xk*/-www.tdi state tx us E-mail: ConsumerProte donCdttdi state tx us Disputes scarce de primes o reciamos En coso de qua usted qulera elevar una dispute oonoemlente at tema de primes, par favor contacte en primer lugar a su agents. Si at tame de Is dispute as relattvo:a un redamo, par favor contacte a Is oompaAla de seguros an primer tdrmfno. SI usted conetdera qua Is dispute no as apropfadamente resuefta an estas Instandas, entonces usted puede contactor of Departamento de Seguros de Texas.. Adjunte esta notiticaclon a au p611za: Esta notfcaci6n es a los solos fines de su Informacl6n y Is misma no forma parte o condiciona de manera alguna of documento adjunto. LMIC-36W POW 2 of 2 a.v. 7.1.07 City of La Porte 3'0 Street Paving and Drainage Improvements Section OD040 BID FORM GLO CONTRACT NO. 12-484-000-6650 CITY BID NO. 14001 3"r Street Paving and Drainage Improvements DATE: 11 • l 4 - l 3 Bid of D & V1 CONTRACTORS, INC. an individual proprietorship, a corporation organized and existing under laws of the State of Texas, a partnership consisting of a corporation , for Construction of 3rd Street Paving $ Drainage Improvmts , for the City of La Porte, Harris County, Texas. Gentlemen: The undersigned bidder has carefully examined the Instructions to Bidders, this Proposal, the General Conditions of Agreement, the Technical Specifications and the drawings (or the work herein above described and referred to in the Invitation to Bid and has carefully examined the site of the work and will provide all necessary labor, superintendence, machinery, equipment, tools, materials, services and other means of construction to complete all the work upon which he bids, as called for In the Contract, the Specifications and shown on the drawings, and in the manner prescribed therein and according to the requirements of the City of La Porte. TOTAL BASE BID $ 4,281,695.50 FOUR MILLION TWO HUNDRED EIGHTY ONE THOUSAND SIX HUNDRED NINETY FIVE DOLLARS and FIFTY CENTS The amounts set forth above are current estimates by Contractor of the amounts that will be determined during the progress of the Work. The separated progress billings from Contractor to the Owner shall reflect the actual amounts expended for the items enumerated above. ALTERNATES: If necessary, attach detailed explanation to proposal. ($ 288,897.00) (Add) (Deduct) $ 3,992,798.50 2. ($ 552,370.00) (Add) (Deduct) $ 3,729,325.50 3' ($671,570.00) (Add) (Deduct) $ 3,610,122.50 It is understood and agreed that the work shall be complete in full within ninety (450) calendar days after the date on which work is to be commenced as established by the Contract Documents. 00040 - 1 City of La Porte Id Street Paving and Drainage Improvements Section 00040 It is agreed that the contract price may be Increased or decreased to cover work added or deleted by order of the Engineer, in accordance with the provisions of the General Conditions of Agreement. The award may be made on the Base Bid alone or the Base Bid and any or all of the Items listed under Alternates or Substitutions, if any. The undersigned agrees that the amounts bid in this proposal will not be withdrawn or modified for sixty (60) days following date of bid opening. It Is understood that the bid security accompanying this proposal shall be returned to the undersigned unless, in case of the acceptance of this proposal the undersigned should fail to enter into a construction contract and execute bonds as provided in the specifications. In the event the undersigned should fall to enter Into a construction contract and execute bonds as required within 14 calendar days after the Engineer has given unsigned contracts to the Contractor, it Is understood and agreed that the bid security shall be forfeited to the Owner and shall be considered as payment for damages due to delay and other inconveniences suffered by the Owner as a result of such failure on the part of the undersigned. It is understood that the Owner reserves the right to reject any and all bids. In the event of Award of the Contract to the undersigned, the undersigned agrees to furnish Performance and Payment Bonds as provided in the Specifications. The undersigned certifies that the bid prices contained in this proposal have bin care Ily cheolr-d and are submitted as � \ correct and final Date //. ///, /3 Signed a4z4�� Witneis DAVID A. SIDWELL SEAL (if Bidder is a Corporation) Acknowledge receipt of Addenda Below: Addendum No. ° Date Received 11/1312013 By WAYNECULVER PRESIUENI ) (Title) P. O. BOX 1075 CHANNELVIEW, TEXAS 77530 (Address) (281)456-0898 (Telephone Number) 00040 - 2 City of La Porte Yd Street Paving and Drainage Improvements Section 00040 Bid Form A. BASE BID UNIT ITEMS ITEM I ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 Mobilization LS 1 q6.00 0 o. 00 2 Traffic Control and Regulations LS 1 01555 b4'000�W. 000.00 3 Remove and Replace all si na a LS 1 2.0,00D5ig Zp 000. o 4 Clearinq and Grubbing 02233 LS 1 0 0 00 uZ 5 SWPPP Protection 01565 LS 1 1200092 12 000.! 6 Adjust Existing Inlets, Manholes, and Valve Boxes to Grade 02086 LS 1 004 moo 7 Trench Safety 01561 LF 7,293 g 8 Sodding (02922) SY 13,05.5 �99 52o0 PAVING 9 Roadway Excavation 02315 CY 12,770 — 114. a 0.110 10 7" Reinforced Concrete Pavement, SY 19.300 000 complete -in -Place 02751 .311. '7; 50 — 11 8" Reinforced Concrete Pavement, SY 583 00 00 complete -in -place 02751) 50�1 2.9 150. — 12 HMAC Type D Surface Course, 2" TON 170 00 00 thick 02711 5 500. — 13 Crushed Concrete/Limestone Base TON 670 Q0 oo Course RCCB 02713 5. 11a 150.' 14 6" Lime Stabilized Subgrade 02336 SY 25,000 2 , o11�no. 00 15 4'x12° Reinforced Concrete Curb LF 7,785 50 50 02771 2. 2 — 16 6" Reinforced Concrete Curb LF 890 50 02771 Z.- 2 225 — 77 - Lime 8% 02336 TON 570 1 5o.00 — 5 18 6 " Reinforced Concrete Driveways SY 3,400 02754 4000 j 000 vo 19 4.5" Concrete Sidewalk, complete -in- SF 31,910 00 00 lace 02775 4.— 12 4,0 - 20 Curb Ramps, complete -in -place EA q3 00 0 00 02775 $ p0 _ t( 00, 00040 - 3 City of La Porte 3iO Street Paving and Drainage Improvements Section 00040 Bid Form DEMOLITION 21 Remove and Dispose of Pavement, Street, Drives, and Sidewalk, All Thicknesses 02221 SY 22,200 00 00 g %00 22 Remove and Dispose of Storm Sewer Pie and Structures 02221 LS 1 Q2 5000 00 5 000.— STORM SEWER 23 Type "C" Concrete Manhole 02633 EA 6 2 00, 24 Concrete Junction Box Structure, All T es 02633 EA 10 $ o0 $0 000. — 25 Type OCI 0 Inlet 02633 EA 32 b — 26 Type 'BBO Inlet 02633 EA 3 $�, o0 27 Type OA" Inlet 02633 EA 33 /o00. 28 24' RCP Storm Sewer 02631 LF 866 29 30"RCP Storm Sewer 02631 LF 645 168, °O 30 36' RCP Storm Sewer 02631 LF 689 0 °O '72'345, 31 42' RCP Storm Sewer 02631 LF 154 125.00 oo 32 48' RCP Storm Sewer 02631 LF 562 142,2ZO 80O° 33 72" RCP Storm Sewer 02631 LF 939 2$0,— 20 20 Q- 34 84" RCP Storm Sewer 02631 LF 471 50,— 850 0 35 10'X5' RCB Storm Sewer 02631 LF 1,876 14 g ,00 00 12'X5' RCB Storm Sewer 02631 LF 577 g gp u UTILITY ITEMS 37 12' Water Line Offset, Complete-in- place (02511) LF 130 12040 00 38 10" Water Line Offset, Complete -in - place 02511 LF 54 00 / p0. )0 0 5 00 39 8' Water Line Offset, Complete-in- place (02511) LF 280 0. 40 6" Water Line Offset, Complete-in- place (02511) LF 50 gOQO 4.000 00 41 Sanitary Sewer Conflict, Structures and Pipes, Complete -in -place 02531 LS 1 000�2,2. 00 42 8" Sanitary Sewer Ductile Iron Pipe, Complete -in -place (02531) LF 20 O0 O0 BASE BID ITEM SUBTOTAL 2G3 S 00040 - 4 City of La Porte e Street Paving and Drainage Improvements Section 00040 EXTRA ITEMS 1 12' Storm Sewer Yard Inlet, Complete -in- Place EA 2�ceS0O o0 2 8" Storm Sewer PVC, Complete -in- lace LF 100 35. oc 0 3 500. 00 3 Concrete Slope Paving — 4" thick SY 100 o0 with #3 bars 18" O.C. EA. Way- 0o O 4 Dewaterin 01578 LF 100 Q0, 00 non,00 EXTRA WORK ITEM SUBTOTAL F 00 300. — BASE BID ITEM TOTAL A. TOTAL BASE BID PRICE $ l Z$l, 645. 50 (SUM OF BASE BID SUBTOTAL AND EXTRA ITEM SUBTOTAL) B. ALTERNATE 1 BID (Remove Main Street to 'A" Street) ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 DEDUCT - Mobilization LS 0.1 5 0 0o.00-lq600. O° 2 DEDUCT -Traffic Control and Re ulations 01555 LS 0.1 1A 0002-0 00 00 3 DEDUCT -Remove and Replace all si na a LS 0.1 20000 00 2 000. -- 4 DEDUCT -Clearing and Grubbing LS 0.1 02233 00 30 — 00 000. — 5 DEDUCT-SWPPP Protection LS 0.1 00 00 01565 Lz 000. 200. -- DEDUCT-Adjust Existing Inlets, 6 Manholes, and Valve Boxes to LS 0.1 Grade 02086 3000� 00 00.- 7 DEDUCT -Trench Safe 01561 LF 514 51 , 00 8 DEDUCT -Sodding (02922) SY 750 p0 PAVING 9 DEDUCT- Roadway Excavation 02315 CY 900 9 00 S Io0 00 DEDUCT- 7" Reinforced Concrete 10 Pavement, complete -in -place SY 3,080 02751 3 — ► 750, o0 14 DEDUCT-6' Lime Stabilized SY 3,450 6� o0 Subgrade 02336 g IPZ5 16 DEDUCT-6' Reinforced Concrete LF 600 00 Curb 02771 500 00040 - 5 City of La Porte e Street Paving and Drainage Improvements Section 00040 ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 17 DEDUCT -Lime 8% 02336 TON 92 /500 al Co. 00 18 DEDUCT-6 " Reinforced Concrete SY 200 00 00 Driveways 02754 40. — $ 000,-- 19 DEDUCT-4.5" Concrete Sidewalk, SF 1,930 00 00 complete -in -place 02775 4. " 0, — 20 DEDUCT -Curb Ramps, complete -in- EA 6 00 lace 02775 900,� 00.00 DEMOLITION DEDUCT -Remove and Dispose of 21 Pavement, Street, Drives, and SY 3,500 p0 Sidewalk, All Thicknesses 02221 I 000.00 DEDUCT -Remove and Dispose of 22 Storm Sewer Pipe and Structures LS 0.1 m 00 02221 STORM SEWER 23 DEDUCT -Type "C" Concrete EA 3 0° Manhole 02633 8 I D0, 27 DEDUCT-T e'A" Inlet 02633 EA 6 2 2p0O0 13 00. — 28 DEDUCT-24" RCP Storm Sewer LF 123 0 00 02631 66.0 30 DEDUCT-36" RCP Storm Sewer 02631 LF 216 00 I 05.- 00 32 DEDUCT-48" RCP Storm Sewer LF 95 p° - 0o 02631 1 �,2, Ia, 4 0. - UTILITY ITEMS DEDUCT-12' Water Line Offset, 37 Complete -in -place (02511) LF 80 )20. 900.00 ALTERNATE 1 BID ITEM TOTAL B.TOTAL BASE BID PRICE PLUS ALTERNATE 1 $ 31 9 9 2, 79 S S. So (SUM OF TOTAL BASE BID AND ALTERNATE 1) C. ALTERNATE 2 BID (Remove Main Street to "B' Street) ITEM I I ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 DEDUCT -Mobilization LS 0.2 95000. — 2 DEDUCT -Traffic Control and LS 0.2 00 Regulations 01555 io4..0 — LAO $00. — 3 DEDUCT -Remove and Replace all LS 0.2 00 00 - si na a 2n00D- oco. 00040 - 6 City of La Porte 3'° Street Paving and Drainage Improvements Section 00040 Bid Form ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 4 DEDUCT -Clearing and Grubbing LS 0.2 00 02233 O00 Ot70.00 5 DEDUCT- SWPPP Protection LS 0.2 00 02 01565 DO, DEDUCT -Adjust Existing Inlets, 6 Manholes, and Valve Boxes to LS 0.2 00 Grade 02086 7 DEDUCT -Trench Safety 01561 LF 1,520 ° I O °O 8 DEDUCT -Sodding (02922) SY 2,420 00 8o O0 PAVING 9 DEDUCT- Roadway Excavation CY 2,200 00 o0 02315 1 $Qp 10 DEDUCT- 7" Reinforced Concrete SY 4,980 50 Pavement,com late -in- lace 02751 3 -' _ 3J.00 14 DEDUCT-6" Lime Stabilized SY 5,720 50 Subgrade 02336 z 1 00 15 DEDUCT-4"x12" Reinforced LF 575 50 5 Concrete Curb 02771 z. — 37, 16 DEDUCT- 6' Reinforced Concrete LF 885 5 0 50 Curb 02771 2 2 ,21 17 DEDUCT -Lime 8% 02336 TON 153 /50,—_p, 00 q5o.- 18 DEDUCT- 6 " Reinforced Concrete SY 430 00 00 Driveways 02754 40 7 ,200.~ 19 DEDUCT- 4.5" Concrete Sidewalk, SF 5,180 2 000 com late -in- lace 02775 4.92 p WO 20 DEDUCT- Curb Ramps, complete -in- EA 10 00 4 00 lace 02775 100.— $ 0c, DEMOLITION DEDUCT- Remove and Dispose of 21 Pavement, Street, Drives, and SY 5,750 4.�0 99 Sidewalk All Thicknesses 02221 230CU. DEDUCT- Remove and Dispose of 22, Storm Sewer Pipe and Structures LS 0.2 00 02221 6 Olp.- 130000 STORM SEWER 23 DEDUCT- Type "C" Concrete EA 4 00 Manhole 02633 700. 24 DEDUCT- Concrete Junction Box EA 1 Structure All T es 02633 $OCU� S 25 DEDUCT- Type "Cl* Inlet 02633 EA 4 121 0000 27 DEDUCT-T e'A'Inlet 02633 EA 8 2 top. _ 28 DEDUCT- 24' RCP Storm Sewer LF 238 02631 5 r7$, " 00040 - 7 City of La Porte 3rd Street Paving and Drainage Improvements Section 00040 ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 29 DEDUCT- 30°RCP Storm Sewer LF 76 p0 00 02631 gi $, " 32 DEDUCT- 48" RCP Storm Sewer LF 562 00 00 02631 ) — 0 , — UTILITY ITEMS DEDUCT- 12" Water Line Offset, 37 Complete -in -place (02511) LF I12A 130 00 l5/000.00 ALTERNATE 2 BID ITEM TOTAL (5621310 C. TOTAL BASE BID PRICE PLUS ALTERNATE 2 $ ,317 9,3 2 5. 50 (SUM OF TOTAL BASE BID AND ALTERNATE 2) D. ALTERNATE 3 BID (Remove Main Street to "B" Street and All Sidewalk) ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST GENERAL 1 DEDUCT -Mobilization LS 0.2 5Q900 0 2 DEDUCT -Traffic Control and LS 0.2 C9 CO Regulations 01555 (c 000, 12 00 •- 3 DEDUCT -Remove and Replace all LS 0.2 00 si na a Opp 000,— 4 DEDUCT -Clearing and Grubbing LS 0.2 00 02233 0 000• 5 DEDUCT- SWPPP Protection LS 0.2 �0 01565 12 DEDUCT- Adjust Existing Inlets, 6 Manholes, and Valve Boxes to LS 0.2 Grade 02086 00000 1,00,� 7 DEDUCT -Trench Safety 01561 LF 1,520 t,— 540.- 8 DEDUCT -Sodding (02922) SY 2,420 4.O0 0 0 PAVING 9 DEDUCT- Roadway Excavation CY 2,200 0' Q9 02315 $tjp, 10 DEDUCT- 7" Reinforced Concrete SY 4,980 60 00 Pavement com late -in- lace 02751 4 14 DEDUCT-6" Lime Stabilized SY 5,720 5o grade 02336 z 1 15 DEDUCT- 4"x12" Reinforced LF 575 5 rSub Concrete Curb 02771 2. �37• 16 DEDUCT- 6" Reinforced Concrete LF 885 50 Curb 02771 2. � 2 212 00040 - 8 City of La Porte P Street Paving and Drainage Improvements Section 00040 ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE COST 17 DEDUCT- Lime 8% 02336 TON 153 150. — 22 950 °O 18 DEDUCT- 6 " Reinforced Concrete SY 430 00 00 Driveways 2754 40 • � 17 19 DEDUCT-4 . 5" Concrete Sidewalk, SF 29,980 00 (22 complete -in -place 02775 20 DEDUCT- Curb Ramps, complete -in- EA 35 4� 00 lace 02775 g00, g pp, DEMOLITION DEDUCT- Remove and Dispose of 21 Pavement, Street, Drives, and SY 5,750 9-0 Sidewalk All Thicknesses 02221 DEDUCT- Remove and Dispose of 22 Storm Sewer Pipe and Structures LS 0.2 00 00 02221 - (o$ppp— Opp STORM SEWER 23 DEDUCT- Type "C" Concrete EA 4 00 00 Manhole 02633 2 0000 1 . 300,- 24 DEDUCT- Concrete Junction Box EA 1 00 00 Structure, All Types 02633 g 0007 25 DEDUCT- Type "Cl* Inlet 02633 EA 4 3 27 DEDUCT- Type "A" Inlet 02633 EA 8 2 20p _ 1000. 65 28 DEDUCT- 24" RCP Storm Sewer LF 238 00 02631 � 15 8 _ 29 DEDUCT- 30'RCP Storm Sewer LF 76 00 00 02631 32 DEDUCT- 48' RCP Storm Sewer LF 562 02631 ? 10q. UTILITY ITEMS DEDUCT- 12" Water Line Offset, 37 Complete -in -place (02511) T 130 �� f �� do ALTERNATE 3 BID ITEM TOTAL (1og1,5g0A D. TOTAL BASE BID PRICE PLUS ALTERNATE 3 (SUM OF TOTAL BASE BID AND ALTERNATE 3) 00040 - 9 $ .�&IQO/22,50 I City of La Porte P Street Paving and Drainage Improvements Section 00300 CITY OF LA PORTE RESPONDENT AFFIDAVIT The foregoing prices shall include all labor, materials, equipment, removal, overhead, profit, freight, insurance, etc., to cover the finished work specified in this bid. All items bid and installed under this procurement must be new and unused and in undamaged condition. The City of La Porte is tax exempt and no taxes shall be included in the pricing of this solicitation. Respondent understands that the Owner reserves the right to reject any or all bids and to waive any informalities in the solicitation. The respondent agrees that this solicitation shall be good and may not be withdrawn for a period of sixty (60) calendar days after the scheduled closing time for receiving submittals.. The undersigned affirms they are duly authorized to represent this firm, that this proposal has not been prepared in collusion with any other firm, and that the contents contained herein have not been communicated to any other Finn prior to the official opening. Respectfully submitted: Business Name: D & W CONTRACTORS, INC. Address: P. O. BOX 1075 Printed Name: Authorized Signature: Date: 00300 - 2 City of La Porte 3id Street Paving and Drainage Improvements Section 00300 CITY OF LA PORTE CERTIFICATION OF RESPONDENT City of La Porte Ordinance #98-2217 prohibits any expenditure for goods or services by the City of La Porte from any person, firm, or corporation owing any delinquent indebtedness to the City. The undersigned respondent further certifies that it is in compliance with the requirements of said ordinance. A copy of the ordinance may be obtained by contacting the City of La Porte Purchasing Division at 281-470-5126. If undersigned bidder is not in compliance With Ordinance 98-2217, it hereby assigns to the City of La Porte, the amount of its delinquent indebtedness to the City of La Porte, to be deducted by the City of La Porte from the amounts due the undersigned. Failure to remit this certification with the response or non-compliance with said ordinance shall be just cause for rejection or disqualification of submitted proposal. The undersigned hereby certifies that it is in compliance with Ordinance 98-2217. Or The undersigned assigns to the City of La Porte, the amount of its delinquent indebtedness, to be deducted by the City of La Porte from the amounts due the undersigned. (Initial one of the above) Business Name: D 8 W CONTRACTORS, INC. Address: P. O. BOX 1075 CHANNELVIEW, TEXAS 77530 Printed Name: WAYNE NLVER REAMENT Authorized Signature: Date: /�/�. /3 00300 - 3 City of La Porte 3i0 Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CITY OF LA PORTE PROTECTION OF RESIDENT WORKERS COMPLIANCE The City of La Porte, Texas actively supports the Immigration and Nationality Act (INA) which includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers may hire only persons who may legally work in the United States (i.e., citizens and nationals of the U.S.) and aliens authorized to work in the U.S. The employer must verify the identity and employment eligibility of anyone to be hired, which includes completing the Employment Eligibility Verification Form (1-9). The Contractor shall establish appropriate procedures and controls so no services or products under the Contract Documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment. Business Name: D & W CONTRACTORS, INC. Address: P. O. BOX 1075 CHANNELVIEW, TEXAS 77530 Printed Name: WAYNE CULJ6 PRE T Authorized Signature: Date: 00300 - 4 City of Le Porte 3id Street Paving and Drainage Improvements Section 00300 City of Le Porte Forms CITY OF LA PORTE INDEMNITY HOLD HARMLESS AGREEMENT To the fullest extent permitted by law, Contractor, its successors, assigns and guarantors, shall pay, defend, indemnify and hold harmless the City of La Porte, its agents, representatives, officers, directors, officials and employees from and against all allegations, demands, proceedings, suits, actions, claims, including claims of patent or copyright infringement, damages, losses, expenses, including but not limited to, attorney's fees, court costs, and the cost of appellate proceedings, and all claim adjusting and handling expenses, related to, arising from or out of or resulting from any actions, acts, errors, mistakes or omissions caused in whole or part by Contractor relating to work, services and/or products provided in the performance of this Contract, including but not limited to, any Subcontractor or anyone directly or indirectly employed by or working as an independent contractor for Contractor or said Subcontractors or anyone for whose acts any of them may be liable and any injury or damages claimed by any of Contractor's and Subcontractor's employees or independent contractors. The Contractor expressly understands and agrees that any insurance policies required by this contract, or otherwise provided by the Contractor, shall in no way limit the responsibility to indemnify, keep and save harmless and defend the City of La Porte, its Council members, officers, agents and employees and herein provided. Business Name: D & W CONTRACTORS, INC. Address: Printed Name: Authorized Signature: Date: P. O. BOX 1075 00300 - 5 City of La Porte 3 d Street Paving and Drainage Improvements Section 00300 City of La Porte Forms CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business wilh local governmental entity This queailonnabe reflects changse made to the taw by H.O. 1431. 501h Leg.. Ragular apalon. OFFICEUSEONLY This questionnaire is being filedin a000rdancewilh Chapter 178. Local Government Code Di•<Raatrea by a person who has a business relationship os defined by Section 178.001(1-a) vrith a War governmental entityand the person meets requirements under Section 178.008(a). Bylawthis questionnaire must be filed w•Rh the records odministralar of 0e local governmental entity not later than the 71h business day after the date the person becomes aware of facts that require the statement lobe filed. See Section 178.008, Local Oovemment Cade. A person commits an offense if the person knowingly violates Section 170.000. Local Gi vemmenl Code. An offense under this section Is a Class C misdemeanor. 1 Name of person who has a business relalionshipwith Ideal governmental entity. D & W CONTRACTORS, INC. P.O. BOX 1075 - CHANNELVIEW, TX 77530 WAYNE CULVER. PRESIDENT it R Check This box if you are filing an update to a previously filed questionnaire. (The law requires that you rile an updated completed questionnaire with the appropriate filing authority not later Ulan the 7th business day after the date the orgtnaLy Mad questionnaire becomes krcdmplele cr Inaccurate) Name of low? government officer with whom filer has employment or business relationship. NIA Name of Oskar This section (Rem 3 including subparts A. 0. C S D) must be completed for each officer with whom the Her has an employment or other business relalcnshlp as defined by Section 176.00t(1-a), Lowl Geverrenent Code. Attach additonal pages to this Farm CIO as necessary. A. Is the local government officer named to this section reeaMng or likely to receive taxable income. other than Investment Income, from the filer of the questionnaire? 0 Yes ® No G. Is the filer of the questionnaire receiving or likelyy to mcnue taxable income, other than Investment income, from or at the d1mceon of the local govemmenl officer namW In this section AND the taxable income is not recelvad from the Jowl governmental entity? Yes a No C. Is the Ner of this questionnaire amployed by a corporation or other business entity with respect to which the local govemment officer serves as an off.+cer or director, or holds an ownership of 10 percent or more? 71Yes O No D. Describe each employment or business relationship with the local government officer named in this section. WAYN=11LI, P SI T r� signature of person big Dealleea wM a gomemmental efeny OMe Adopted 06/2912007 00300 - 6 of La Porte Section 00310 CHILD SUPPORT AFFIDAVIT CHILD SUPPORT Under Section 231.006, Family Code, a child support obligor who is more than 30 days delinquent in paying child support and a business entity in which the obligor is a sole proprietor, partner, shareholder, or owner with an ownership interest of at least 25 percent is not eligible to: (1) receive payments from state funds under a contract to provide property, materials, or services; or (2) receive a state -funded grant or loan. To comply with Section 231.006, the affidavit below shall be signed by the person who is authorized to sign and submit a bid, and thereby bind the Bidder, and must be returned with the Bid. A failure to do so will result in the disqualification of the Bid. "I, WAYNE CULVER, PRESIDENT am authorized to sign this Bid on behalf of (Name and Title) 0 & W CONTRACTORS, INC. . a CORPORATION (Name orRidder) (insert type ol'business, i.e., sole proprietorship, Partnership, corporation or other) I certify that the individual or business entity named in this contract is not ineligible under Texas Family Code section 23I.006 to receive the specified grant, loan, or payment and acknowledges that this contract may be terminated and payment may be withheld if this certification is //.14 n (Dale) SWORN AND SUBSCRIBED by me on this I'Y ` day of NOVEMBER A. D. 20j_a_. Notary Public in and for HARRIS County, Texas. KAMyLDEL(Npo —NotEay Public Signature �. NY 00MMIS" EXPIRES O*ba30, 2015 KATHY DELGADO Print or Type Notary Public Name NOTARY SEAL My Commission Expires: ,L, 3p 2O15 END OF DOCUMENT 00310-1 of La Porte Section 00400 STATEMENT OF BIDDER'S QUALIFICATIONS STATEMENTS OF All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. Name of Bidder: D & W CONTRACTORS, INC. Date Organized: Address: P. O. BOX 1075-CHANNELVIEW, TEXAS 77530 Date Incorporated NOV. 1980 Number of Years in contracting business under present name 33 YRS CONTRACTS ON HAND: Contract Amount $ Completion Date 2013 ANNUAL PAVING & DRAINAGE -CITY OF PASADENA $ 2.808.950.00 03/31/2014 Type of work performed by your company: PAVING & DRAINAGE Have you ever failed to complete any work awarded to you? NO Have you ever defaulted on a contract? NO List the projects most recently completed by your firm (include project of similar importance): Project Amount $ MoNr Completed SCOTT ST. PAVING/DRAINAGE - HARRIS COUNTY $ 4,400,222.00 09110/2013 Major equipment available for this contract: ALL EQUIPMENT TO PERFORM THE WORK Attach resume(s) for the principal member(s) of your organization, including the officers as well as the proposed superintendent for the project. Credit available: $ JrDOr QOO- OO —Bank reference: PROSPERITY BANK of TEXAS The undersigned hereby authorizes and requests any person, firm, or corporation to furnish any Information requested by the CITY OF LA PORTE, TEXAS in verification of the recitals comprising this Statement of Bidder's Qualifications. Executed this 4Z NOV ER _ 2013. By:(signature) Title: PRESIDENT (print name) WAYNE CULVER 00400-1 of La Porte STATEMENTS OF All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. Name of Bidder: D & W CONTRACTORS, INC. Address: P.O. BOX 1075 CHANNELVIEW, TEXA 77530 Date Organized: Date Incorporated: Number of Years in contracting business under current name: 33 YRS Are you a Section 3 business? (see below) o Yes X No Section 3 Business Concerns: a) Businesses that are 51 percent or more owned by Section 3 residents; b) Businesses whose permanent, full-time employees include persons, at least 30 percent of whom are currently Section 3 residents, or within three years of the date of first employment with the firm were Section 3 residents; c) Businesses that provide evidence of a commitment to subcontract in excess of 25 percent of the dollar amount of all subcontracts to be awarded to businesses that meet the qualifications described above; or d) Businesses located within the Grant Recipient's jurisdiction that identify themselves as Section 3 Business Concerns because they provide economic opportunities for low- and very low income persons. CONTRACTS ON HAND: Contracts Dollar Amount Completion Date 2013 ANNUAL PAVING & DRAINAGE -CITY of PASADENA $ 2,808,950.00 03/31/2014 FARRINGTON BLVD. PROJECT-HARRIS COUNTY $ 3,094,858.00 01/31/2014 Type of work performed by your company: CIVIL CONSTRUCTION Have you ever failed to complete any work awarded to you? NO Have you ever defaulted on a contract? NO List the projects most recently completed by your firm (include project of similar importance): Project DollarAmount Mo/YrCompleted SCOTT ST. PAVING/DRAINAGE-HARRIS COUNTY $ 4,400,222.00 09/10/2013 Major equipment available for this contract: ALL EQUIPMENT TO PERFORM THE WORK 00400-2 City of LaPorte STATEMENTS OF Attach resume(s) for the principal member(s) of your organization, including the officers as well as the proposed superintendent for the project. Credit $ (2-0 Bank available: 506,000. reference: PROSPERITY BANK of TEXAS The undersigned hereby authorizes and requests any person, firm, or corporation to furnish any information requested by the CITY OF LA PORTE, TEXAS in verification of the recitals comprising this Statement of Biddels Qualifications. Executed this \ 4—" day of NOV�IBER W 2013 by: WAYNE CULVER, PRESIDENT (Signature) (Title) U.S. Department of Housing and Urban Development CERTIFICATION OF BIDDER REGARDING CIVIL RIGHTS LAWS AND REGULATIONS INSTRUCTIONS CERTIFICATION OF BIDDER REGARDING Executive Order 11246 and Federal Laws Requiring Federal Contractor to adopt and abide by equal employment opportunity and affirmative action in their hiring, firing, and promotion practices. This includes practices related to race, color, gender, religion, national origin, disability, and veterans' rights. NAME AND ADDRESS OF BIDDER (include ZIP Code) D $ W CONTRACTORS, INC. P. O. BOX 1075 - CHANNELVIEW. TEXAS 77530 PHYSICAL ADDRESS: 15831 MILLER ROAD 1 - HOUSTON, TEXAS 77049 CERTIFICATION BY BIDDER Bidder has participated in a previous contract or subcontract subject to Civil Rights Laws and Regulations. IJ Yes❑ No The undersigned hereby certifies that: 0 The Provision of Local Training. Employment, and Business Opportunities clause (Section 3 provision) is included in the Contract. A written Section 3 plan (Local Opportunity Plan) was prepared and submitted as part of the bid proceedings if bidequals or exceeds $100 000 . 00400-3 of La Porte STATEMENTS OF ® The Non Segregated Facilities clause (Section 109 provision) is included in the Contract. No segregated facilities will be maintained as required by Title VI of the Civil Rights Act of 1964. M The Equal Employment Opportunity clause is included in the Contract (if bid equals or exceeds $10,000). IN The Affirmative Action for Handicapped Workers clause is included in the contract. Have you ever been or are you being considered for sanction due to violation of Executive Order 11246, as amended? ❑ Yes ID No NAME AND TITLE OF SIGNER (Please type) WAYNE CULVER, PRESIDENT SIGN RE DATE /• MINORITYIFEMALE GOALS AND TIMETABLES The female employment goal is effective as of April 1980 and is currently 6.9%. The percentages for minority participation in Texas are: Texarkana Area: Texarkana & Bowie Co. 19.7 Non-MSA Counties of Camp, Cass, Lamar, Morris, Red River & Titus 20.2 Tvler-Longview Area: Longview, Gregg Co. & Harrison Co. 22.8. Tyler & Smith Co. 23.5 Non-MSA Counties of Anderson, Angelina, Cherokee, Henderson, Marion, Nacogdoches, 22.5 Panola, Rusk, San Augustine, Shelby, Upshur & Wood Beaumont -Port Arthur Area: Beaumont, Port Arthur, Orange, Hardin Co., Jefferson Co., & Orange Co. 22.6 Non-MSA Counties of Jasper, Houston, Newton, Sabine, & Tyler 22.6 Houston Area: Bryan, College Station & Brazos Co. 23.7 Galveston, Texas City & Galveston Co. 28.9 Houston, Brazoria Co., Fort Bend Co., Harris Co., Liberty Co., Montgomery Co. & Waller Co. 27.3 Non-MSA Counties of Austin, Burleson, Calhoun, Chambers, Colorado, DeWitt, Fayette, Goliad, 27.4 Grimes, Jackson, Lavaca, Leon, Madison, Matagorda, Polk, Robertson, San Jacinto, Trinity, Victoria, Walker, Washington, & Wharlon 00400-4 of La Porte STATEMENTS OF Austin Area: Austin, Hays Co., Travis Co., & Williamson Co. 24.1 Non-MSA Counties of Bastrop, Blanco, Burnet, Caldwell, Lee & Llano 24.2 Waco, Killeen. Temple Area: Killeen, Temple, Bell Co. & Coryell Co. 16.4 Waco & McLennan Co. 20.7 Non-MSA Counties of Bosque, Falls, Freestone, Hamilton, Hill, Lampasas, Limestone, Milam & 18.6 Mills Dallas, Fort Worth Area: Dallas, Fort Worth, Collin Co., Dallas Co., Denton Co., Ellis Co., Hood Co., Johnson Co., 18.2 Kaufman Co., Parker Co., Rockwall Co., Tarrant Co. & Wise Co. Sherman, Denison & Grayson Co. 9.4 Non-MSA Counties of Cooke, Delta, Erath, Fannin, Franklin, Hopkins, Hunt, Jack, Montague, 17.2 Navarro, Palo Pinto, Rains, Somervell, & Van Zandt Wichita Falls Area: Wichita Falls, Clay Co. & Wichita Co. 12.4 Non-MSA Counties of Archer, Baylor, Cottle, Foard, Hardeman, Wilbarger & Young 11.0 Abilene Area: Abilene, Callaghan Co., Jones Co. & Taylor Co. 11.6 Non-MSA Counties of Brown, Coleman, Comanche, Eastland, Fisher, Haskell, Kent, Knox, 10.9 Mitchell, Nolan, Scurry, Shackleford, Stephens, Stonewall & Throckmorton San Angelo Area: San Angelo & Tom Green Co. 19.2 Non-MSA Counties of Coke, Concho, Crockett, Irion, Kimble, McCullough, Mason, Menard, 20.0 Reagan, Runnels, San Saba, Schleicher, Sterling, Sutton & Terrell San Antonio Area: Laredo & Webb Co. 87.3 San Antonio, Bexar Co., Comet Co. & Guadalupe Co. 47.8 Non-MSA Counties of Atascosa, Bandera, Dimmit, Edwards, Frio, Gillespie, Gonzales, Jim 49.4 Hogg, Karnes, Kendall, Kerr, Kinney, La Salle, McMullen, Maverick, Medina, Real, Uvalde, Val Verde, Wilson, Zapata & Zavala Corpus Christi Area: Corpus Christi, Nueces Co. & San Palricio Co. 41.7 Non-MSA Counties of Aransas, Bee, Brooks, Duval, Jim Wells, Kenedy, Kleburg, Live Oak & 44.2 Refugio Brownsville. McAllen. Harlingen Area: Brownsville, Harlingen, San Benito & Cameron Co. 71.0 McAllen, Pharr, Edinburg & Hidalgo Co. 72.8 Non-MSA Counties of Starr & Willacy 72.9 Odessa, Midland Area: 00400-5 of La Porte STATEMENTS OF Midland & Midland Co. 19.1 Odessa & Ector Co. 15.1 Non-MSA Counties of Andrews, Crane, Glasscock, Howard, Loving, Martin, Pecos, Reeves, 18.9 Upton, Ward & Winkler El Paso Area: El Paso & El Paso Co. 57.8 Non-MSA Counties of Brewster, Culbertson, Hudspeth, Jeff Davis & Presidio 49.0 Lubbock Area: Lubbock & Lubbock Co. 19.6 Non-MSA Counties of Bailey, Borden, Cochran, Crosby, Dawson, Dickens, Floyd, Gaines, 19.5 Garza, Hale, Hockley, King, Lamb, Lynn, Motley, Terry & Yoakum Amarillo Area: Amarillo, Potter Co. & Randall Co. 9.3 Non-MSA Counties of Armstrong, Briscoe, Carson, Castro, Childress, Collingsworth, Dallam, 11.0 Deaf Smith, Donley, Gray, Hall, Hansford, Hartley, Hemphill, Hutchinson, Lipscomb, Moore, Ochiltree, Oldham, Parmer, Roberts, Sherman, Swisher, & Wheeler Equal Opportunity Guidelines for Construction Contractors Note: To be included In bid packet and distributed at the preconstructlon conference (optional) 1. What are the responsibilities of the offeror or bidder to insure equal employment opportunity? The offeror or bidder must comply with the "Equal Opportunity Clause" and the "Standard Federal Equal Opportunity Construction Contract Specifications" 2. Are construction contractors required to insure a comfortable working environment for all employees? Yes, it is the construction contractor's responsibility to provide an environment free of harassment, intimidation, and coercion to all employees and to notify all foremen and supervisors to carry out this obligation, with specific attention to minority or female individuals. 3. To alleviate developing separate facilities for men and women on all sites, can a construction contractor place all women employees on one site? No, two or more women should be assigned to each site when possible. 4. Are construction contractors required to make special outreach efforts to minority and female recruitment sources? Yes, construction contractors must establish a current list of minority and female recruitment sources. Notification of employment opportunities, including the availability of on-the-job training and apprenticeship programs, should be given to these sources. The efforts of the construction contractors should be kept in file. 5. Should records be maintained on the number of minority and females applying for positions with construction contractors? 00400-6 Citv of La Porte STATEMENTS OF Yes, records must be maintained to include a current list of names, addresses and telephone numbers of all minority and female applicants. The documentation should also include the results of the applications submitted. 6. What happens if a woman or minority is sent to the union by the Contractor and is not referred back to the Contractor for employment? If the unions impede the construction contractors responsibility to provide equal employment opportunity, a written notice should be submitted to TXCDBG. 7. What efforts are made by construction contractors to create entry-level positions for women and minorities? Construction contractors are required to develop on-the-job training programs, or participate in training programs, especially those funded by the Department of Labor, to create positions for women and minorities and to meet employment needs. 8. Are any efforts made by the Contractor to publicize their Equal Employment Opportunity (EEO) policy? Yes, the construction contractor is responsible for notifying unions and sources of training programs of their equal employment opportunity policy. Unions should be requested to cooperate in the effort of equal opportunity. The policy should be included in any appropriate manuals, or collective bargaining agreements. The construction contractor is encouraged to publicize the equal employment opportunity policy in the company newspaper and annual report. The Contractor is also responsible to include the EEO policy in all media advertisement. 9. Are any in-service training programs provided for staff to update the EEO policy? Al least annually a review of the EEO policy and the affirmative action obligations are required of all personnel employees of a decision -making status. A record of the meeting including date, time, location, persons present, subject matter discussed, and disposition of the subject matter should be maintained. 10. What recruitment efforts are made for minorities and women? The construction contractor must notify, both orally and in writing, minority and female recruitment sources one month prior to the date of acceptance for apprenticeship or other training programs. 11. Are any measures taken to encourage promotions for minorities and women? Yes, an annual evaluation should be conducted for all minority and female personnel to encourage these employees to seek higher positions. 12. What efforts are taken to insure that personnel policies are in accordance with the EEO policy? Personnel policies in regard to job practices, work assignments, etc. should be continually monitored to insure that the EEO policy is carried out. 13. Can women be excluded from utilizing any facilities available to men? No, all facilities and company activities are non -segregated except for bathrooms or changing facilities to insure privacy. 14. What efforts are made to utilize minority and female contractors and suppliers? None, however records are kept of all offers to minority and female construction contractors. 00400-7 of La Porte STATEMENTS OF 15. if a construction contractor participates in a business, related association that does not comply with affirmative action standards, does that show his/her failure to comply? No, the construction contractor is responsible for its own compliance. 16. Will a construction contractor be in violation of EEO policy and affirmative action if he sets up one set of goals to include minorities and women? Yes. There is a separate goal for minorities and a separate single goal forwomen. The construction contractor is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women both minority and non -minority. 17. Can a construction contractor hire a subcontractor who has been debarred from government contracts pursuant to EEO? No. The construction contractor must suspend, terminate or cancel its contract with any Subcontractor who is in violation of the EEO policy. 18. What effort has been taken by the construction contractor to monitor all employment to insure the company EEO policy is being carried out? The construction contractor must designate a responsible individual to keep accurate records of all employees that includes specific information required by the government. 00400-8 of La Porte Section 00410 CONTRACTOR CERTIFICATIONS U.S. Department of Housing and Urban Development CERTIFICATION OF BIDDER REGARDING CIVIL RIGHTS LAWS AND REGULATIONS INSTRUCTIONS CERTIFICATION OF BIDDER REGARDING Executive Order 11246 and Federal Laws Requiring Federal Contractor to adopt and ablde by equal employment opportunity and affirmative action in their hiring, firing, and promotion practices. This Includes practices related to race, color, gender, religion, national origin, disability, and veterans' rights. NAME AND ADDRESS OF BIDDER (Include ZIP Code) D R W CONTRACTORS, INC. P. O. BOX 1075 - CHANNELVIEW, TEXAS 77530 PHYSICAL ADDRESS: 15831 MILLER ROAD 1 - HOUSTON, TEXAS 77049 CERTIFICATION BY BIDDER Bidder has participated in a previous contract or subcontract subject to Civil Rights Laws and Regulations. n(Yes ❑ No The undersigned hereby certifies that: M The Provision of Local Training Employment and Business Opportunities clause (Section 3 provision) is Included in the Contract. A written Section 3 plan (Local Opportunity Plan) was prepared and submitted as part of the bid proceedings (if bid equals or exceeds $100,000). 09 The Non Segregated Factities clause (Section 109 provision) is included in the Contract. No segregated facilities will be malntalned as required by Title VI of the Civil Rights Act of 1964. 13 The Equal Employment OoportuniN clause Is Included in the Contract (it bid equals or exceeds $110,00D). 19 The Affirmative Action for Handicapped Workers clause is Included In the contract. Have you ever been or are you being considered for sanction due to violation of Executive Order 11246. as amended? 0 Yes XX No NAME AND TITLE OF SIGNER (Please type) WAYNE CULVER, PRESIDENT SIGNATUR DATE END OF DOCUMENT 00410-1 City of La Porte 3"d Sh•eetpavinron State of TEXAS NONCOLLUSION AFFIDAVIT Section 00420 NONCOLLUSION AFFIDAVIT OF PRIME BIDDER County of HARRIS WAYNE CULVER , being first duly sworn, deposes and says that: (1) He Is PRESIDENT of D & W CONTRACTORS, INC. , the Bidder that has submitted the attached Bid; (2) He is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; (3) Such Bid is genuine and is not a collusive or sham Bid; (4) Neither the said Bidder nor any of its officers, partners, owners, agents, representatives, employees or parties in interest, including this affiant, has in any way colluded, conspired, connived or agreed, directly or indirectly with another Bidder, firm or person to submit a collusive or sham Bid in connection with the Contract for which the attached Bid has been submitted or to refrain from bidding in connection With such Contract, or has in any manner, directly or indirectly, sought by agreement or collusion or communication or conference with any other Bidder, firm or person to fix the price or prices in the attached Bid or of any other Bidder, or to fix an overhead, profit or cost element of the Bid price or the Bid price of any other Bidder, or to secure through any collusion, conspiracy, connivance or unlawful agreement any advantage against the CITY OF LA PORTE, TEXAS (Local Public Agency) or any person interested in the proposed Contract; and (5) The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the Bid o agents, representatives, owners, employees, or parties in interest, inclu4g th affgnt. (Signed) Title Subscribed and sworn to me this 14— day of NOVEMBER 2013 KATWL DELOADO 4 " MY COMNI8" EXPIRES �• Odober8Q2016 My commission expires luP Lobe.) ,3D 2,0 / 5 r END OF DOCUMENT 00420-1 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we D & W Contractors, Inc. as Principal, hereinafter called the Principal, and Travelers Casualty and Surety Company of America a corporation duly organized under the laws of the State of Connecticut as Surety, hereinafter called the Surety, are held and firmly bound unto City of La Porte as Obligee, hereinafter called the Obligee, in the sum of Five Percent of the Greatest Amount Bid Dollars ($ 5% of G.A.B. ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for 3'" Street Paving and Drainage Improvements NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee In accordance with the terms of such bid, and give such bond or bonds as may be specified In the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 14th day of November, 2013. 62a�qD pV10 tOWFLL (Witness) Sheila D & W Contrac rs, In clpal) (See)) W AVNE CU1 E 8. (Titl 2ESIOEWC Travelers Casualty and Surely Company of America — (Surely) r (Seal) Kelly J. Brooks ills) A)(ome),In-Fact AIA DOCUMENT A310 • BID BOND • AN 0. FEBRUARY 1070 ED • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D.C. 200M 1 WARNING: THIS POWER OF POWER Or ATTORNEY TRA•�/ ELL rtCoS " Farmington Casualty Company St. Pnnl Mercury Insurance Company Fidelity and Guaranty Insurance Company 1Yovelers Casualty and Surety Company Fidellly and Guaranty Insurance Undensriters, Inc. 'IYmrelers Casualty and Surely Company of America St. Paul Fire and Marine Insurance Company United Slates Fidelity and Guaranty Company St. Paul Guardian Insurance Company ' Altorney-In Fact No. 215018 CertlBente No. 005540276 KNOB' ALL ML>N BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Pal Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United Stales Fidelity and Guaranty Company are corporations duly organized under the Imes of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the Slate of Wisconsin (herein coilecthrty called the "Companies"), and that the Companies do hereby make, constitute and appoint C. A. McClure, Kelly J. Brooks, Kenneth L. Nleyer, and Michelle Ulery of the City of Houston , Stale of Texas , their true and lawful Anor ey(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowvlcdge any and as bowls, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of.guaromeeing the fidelity of persons, guaranteeing the performance of contracts and executing or gnaaaecing bonds and undertakings required or pirinhicd in any 4Clioas or practtdings allmrcd by law. A .' ? IN 1"TTN&SS RTIEREOF, the Companies have caused this inslwmerm;to be signed and t ek:eo 261h p g .` , rporate seals to be hereto affixed, this day of June 2013 `\<.'.. Farmington Casually Cpmpnny s • °•. ±I St. Foul MercuryInsurance Company Fidelity and Guarani)- Fsssurenfc' ompanyy. t. TYarlers Casualty and Surely Company Fidelity and Guaranty Insurance UndensThers, Inc. Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United Stales Fidelity and Guaranty Company St. Paul Guardinn Insurance Company ypnYg a os��rree /\a/r g `itss+ag 5, 197 1851a .�45 �. Se aL S ' S73AL n 3 maws a >S�a�a a dc� leas 41 t rs . ae+c Slate of Connecticut City of Hartford ss. By: od:wk — Robert L. Raney,. enior Vice President On this the 261h da • of Juno 2013 before me rsonall pe y appeared Robert L. Rimy, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Undenvdics. htc.,St. Paul Fire and Maine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Compaq of America, and United States Fidelity and Guaranty Company, and that Ise, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. o.Tn In "Illness Whereof, I hereunto set my hand and official seal. TAHH My Commission expires the 301h day of June, 2016. P pUBllps 58440-8-12 Printed in U.S.A. alarit C. Tentauh. Noun• Public Travelers'' IMPORTANT NOTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT• You may contact Travelers Casualty & Surety Company of America, Travelers Casualty & Surety Company, Travelers Indemnity Company, Standard Fire Insurance Company and/or Farmington Casualty Company for information or to make a complaint at: Travelers Bond Attn: Claims 1500 Market Street West Tower, Suite 2900 Philadelphia, PA 19102 (267)675-3000 (267) 675-3102 Fax You may contact the Texas Department of Insurance to obtain the information on companies, coverages, rights or complaints at: Texas Department of Insurance P.O. Box 149104 Austin, TX 79714-9104 (800)252-3439 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not become a part or a condition of the attached document and is given to comply with Section 2213.021, Government Code, and Section 53.202, Property Code, effective September 1, 2001. November 22, 2013 Mr. David Mick Director of Public Works City of La Porte 2963 North 23rd Street La Porte, TX 77571 Re: Recommendation of Contract Award 3rd Street Paving and Drainage Improvements GLO Contract No. 12-484-000-6650 City Bid #14001 CFA No. 1212-026 Dear Dave, da :CobbFendley VIA E-MAIL ORIGINAL BY MAIL Bids received at 2:00 p.m. on Thursday, November 14th, 2013, have been reviewed for completeness and accuracy. Please find the bid tabulation and bidders list that has been attached to this letter. Paskey Inc. submitted the lowest responsive bid of $3,953,472.04 for the project. The contractor's previous work experience and references appear to establish the right qualifications to successfully perform the work. Therefore, CobbFendley recommends that the construction contract for the amount of $3,953,472.04 be awarded to Paskey Inc. Sincerely, CobbFendley Heath Lyle, P.E. Project Manager 0:1Cfa12012\12026.GLO_Phasell-i.a_Porte1ENG1Bid PhaseUr. Bid recommendation.doc —�_[_—_.�T�.El�it�:l:l Q'CEl[I�,.�,(_1[lfl[)�l1 [@T•s•ITi[�•T:iu][@L?2'IF�FiCi[CI flflu.'i�L�+^f:4S91♦�_O[Ifl['::Si•1t)�.F�•i1 [I�•-If1. n.-.ct[!RR•:1�[iFLI (F�F.Q2�53�•_-]I[!II•ii•'1 �l��E•� i14.�L3L•�_JO[�0[il[l�la][i.Si::P][ o•i.^—cc•�r.F�n�u—_(icv:l�¢•lrsrra[ •t•:.r..l[=••Tlf�[Rxt -,-:..-.t[_x_:lta[t�xcarl[isx•T•n(>�1,•�,1[>.azr•-.1(>�>=•zn[>Q•:¢:au�•ta•� Zl[� fiZx'Z•J[91[i��•n[ ' oF�'�..---•-,•.R•lea.�—_r_srnl[,�sra�a[>ac:ra.�u±l mrna[�lx3ra,:�scnF>_a�.�[>Qcarur�::,.:t.�min.r�ass.� ..i�ii='T.IED�_t>•iRu. (1R9[��I [)t[?.1(� [)�[ilfii�I•_I [��:i2U1 [�-'1.�)�Ifl.)•fLl[1�Em A �u%9n�_S��(®[1�S.F1�1.1s[i](l�E:f�l[)EF:1[�F:FL1fiFaFl�10D[i3)1.�!l[)i[L1[1�Fi'Sssl � YIIf•_51•�:n7[tIDF�O)Q^3i1.�I:1[1�[�L'1[SI_]l1—FJ.Eiil[!@E�CIli3?•1 [>�E9�161i1<:ID[1�ULP1 m7r'f^^f+�'1—]�_ �i�:l [EID.1•tTZSiI (!i£1[!�-I3s] [�P..1[� fiPI�T..1:1 fi£•]t: �a.:T•I (�lF][�FF•1id mQ�l'^�C[±AZT+T•�tIIlt♦_S��fii➢[1iFa�d:1.i£.1[�.1 [iFtl[1��:1 [�D�P^S 1(iE1ibN5] [=IS](1s�•L9 m[�ar =*��c•��>•.>��t:.a�l.>�•n>_F[�.:1[>�zel��••-1i1[>nor:�•a.�:sl[�:fs:�1F�,.nu�u..•az� m:�r_-.—r�t-_—•�r•.-s-r�st�_r_Er>•[®.z[�!�•±1[>�at[ -r-,[sir-.1[>�xsl[>��•a(�.:s�[�><��aua[�;1(>�•':•�rli i:•lC_.L*;.T,�^S^�LI�IDI•_L�l�_ [—�•](!♦:�[il t=-• �I7[�il [C.ISI�£lGT:9I-Q^2:9F�FiSI I_IC:3"1�.a� [_ID6C1(1�� —�11II1:RL•TL�[lif<ICIFPS?lam[LSD®�(1�CC1®�r�•'+'r+�t�.��©�[�L.m'. _�SF�u�Ligl'9i•IC �[>�I!�sl �[� ��.� �fi1.3L] �.�fDG2] �[!®m ------------------ F7fr•S:t.�e.•',^�1�?I�_C_-1•.iiu:lil[�L•1[1i�ZGI(�F:iI:I[iF?:SIB'-.n �..LTI[�lt'n:t.t,;gp FL•T1[iLZl�e2=•I-9 ■ nrsl�l,��->__?._!i)• [iF',:F:1[)i.6td.EST.1[�3II_J [_LT•L1[!—.'1CI:l f_x3r1[i1cLlr�ESi[•itr�-r'e ,: t [_l[21•�>R'^� F-.�.�. _,...t�_s,—_[>f.rmv�sn�ar>Ea;:l!u�[_Fax•-z.�,..��1 F>is:.n[t��z1.�c.Aen�mtl[�rl�a:l iFu�rso.�.�n�_�—:_[�zl.>��[E:;•:xa(�zsl[sc�•F'l�u��[>f�l.>�esl[>Exa:xa(�:>+m• [Eat:±t[�:.n i']:J..3^�eiF➢�—S_Z!•I1�Ti1[li.R:�[)t�i•1(�:IELI[SZ•:1[�1([ �iF1[���.Sl[1�T•L•1(�r�,r, :, i'1 6"FD�—��_[>tSCI[iU�S7 f!•:Iil<1— V-Ll[s:Zltl�°mfi:El[l�:L^L][��LGII9 ft®�1:I_1 (•]P �-nn�—�r'�[1ElLI®m[IQ17[�iF�f:l[1�Z1�43][��.2E1.I�Ia[1�:.�Lil [!•i:iil��IF:I!1 gig ^-.l'�:FLI•—�W[—QEl[)�m[1tGG][)�.'L9f�_'1[�iti[[:l.)�II']t)�I-+.L](iFFI}l.l�:F%ECI[�itil�:Il[[il Ft1FFi..��t�"_.SII�—a_SJ•F�EI[)ii]QiID [)i�7ri"isr,[E3J[iLTL�.I [>EIIL•l in-r,[)t'IA(�rEl[�[}][!®� .'[ �-'a^fe::FII�—��I_Fi:iC'1[)�➢f�F,(lE:3i][�_:Lf[ill[7(ifllfL¢-1[�FE:1 "a..`tf—�F.1[�vl'^_L1f1tIIC•l[l���l• Flrt a+.^t^[�3➢�—J•�Sl[E�:RI[�:➢[9:l[)LIi•][>�..Ca.t"I_•][�R.[�.1[1•:FFiI[�C&.QE]�:Ii•1(1�6:�1(�!d•_•1[)�:AIIiI F'1D — a+t��.�r�n__!f_•J�f1�.'1[1�9C61[—}"Si][�SIICI.11llFl[�CII.1[_6eI!d[�m[_I[^SSl(�� �(i-ALT��[1�SIIL21�rt�t•.�'*+'t�[�]Yi]®�.�.©F£Ll�(1��.Q1 •tFr)51I1�`�F141 - ------------ D W:YITI)®2OJwrrltlV�YfXOWIFrI1N t<]NOO a4 � . . . . .. . ©ommmmmmm I ..fl mmmrTtfltrrIIr nL�Aa�.a 1 i[r"r.'.�L>_W :•">•1521 Il1lTiTd_']IIE.L]IF •l fi:I:Il1�IF.P:J fi3'11)�]!_•:mI IL1i9I1'1i]1a1!I[1�4'll:l fl! alS[CI OII rvIIiS•i11 1-•I•i1tSi-F]I L&FI[ .JI czrils1r.L•'l!91SF*.3111 1� ]:4Ti•IC:�f)itCLl�IliI c:/ 1 ICI:] .m oflm . - aia;>,Iw•J. rlc1rs-LJ, .lcss lrFs•r:l[ r•.•,.Irr.x:I. :-..-.[lr•.c1nI_- ¢1ar[W'_i-1.�.:�..T .lhiI,7S fl`—Q- pWI 1Cfii ul uiC Ii'.FS•1:1[ JL`••I•J:Ifl SI II)t�F:•D'IIITQ LII L' :Z nrxo:•1 •xn llEvl.iII e.f7 nt'3ISI•;_!n s��r 1 Il _iJI 1.Iiiun.l,i1&III1EnI... 1rr.L••hI 4ZIa.11I1r.,.1::11 <IF_Iv-'i Il•S41Satl�QDx A�rr.�antTr_. T,pv'.'1T♦t•1�tl�ftrG1[>�arrraprrll IF 11Fii.1.11 Ii'•i52/IR'•"•1]1 _L/1—]II i'Latin'I/�Om ..nr.raa�iC.T ➢t♦t fi•0 ipiji CF.i.ISill- ifl.l 151..11 ,mx 1aCI. PUS).IpLII 11 1fl1 iILL? •SZr3•Z/<II•ICI•f>ls9 Inii111�1ii1•r•,151i11T 'iflt?ran. i.tsz1215fF tO 1520117t�L�'•1•u ir2?1i1iii'r1Fli.'I C_l.J i➢4fl_jt_I 3..L1' ILCET <IIL I I ..J�3•JJn:T.'r-rc LI..�B�is��fl xa1SID1�(l2L LS1JiaaaS.1IUU ISL:II J_I•i l S≥II.lZL31airli *I_C I SF.II t1.L•2 a: I WiG.—. II • fI.fl—I II It'.2I YIS V.11 l i11LIY .Cl I_iT7©m® DS,II S. lalsi I�i 0Si I 0Sr II®I _-Il:.T•filTnpnrnrl I'tILXflfl •I TUIT_T ®[Z1.J I I®GT ILIffiT ---------------- _-TI•'I.rlii lrrii.r.'I I'11 ,Jt_I GcIT 'LIiS I I.,AILJ IUIUS ¢1Civ rlicrl a-. fJ 'nn.' f-scl <rSn tat'L11 Icrl IECIJt QiI?IW!ZEII to rin'[Eiililt:mlr.4i I-(si]l ,uxlr IrE•II L fl 6'I'iP�i..trnrnS!ar [lill usa'i IS]iL1¢x.T Ia_I.il IRSLT.1)t Il iI i2 L5. ii ir15 IS.'L1[ 1J1 i ib l2•TI^_1"Ts9Salalara ISII•J1 QIIL !•[CT I -P:1l�i_xa'.ISliti1p11cc t rnJ1 e:tt 1rm1 T1 01 'I rtIill�r]!31•T. f11TiCGiIL�i OSai ISIII]I jonF.T,sIs't LLQ]'I U1:11 Qll",3u f1t6IJt Q7M:.'Il•IAP1I L'.QT..I UFIII II11FL2 6_?T1'l.?:LSi'It_I'ET:ICit•I 1Q:3 JID IR1CIv' I_(LG:I_.t-I LQi. .. ji.lEIlalTr7iiii! I ialntx C.!L2tS' ♦I IAL.'fiiA_ I Q)::'., I'EIIR'ISaat•I�r,:�J nzraa a1fl Ifl,rn3l I:l Ti'T.11ai fill I [:'I'1 .lfl aS.-.. ..:p '>•<J IIIIISI ". IZ7I..Lrl,i1IS _tlt.utI0 I 5)l lr IL.fl 1IILiL jrors ItLP_ZL:1l CCIJ spar - u_iCY. 0 � la■aQI1>�'i IEkJIJlmar.ax_ill_a3t3'IF:iTi]I_ita ISII'Th]I �Qi Iiall�CLr ocL3e 1 ..^rFI`SR>•tt —¢x. ,^ J.- z'+I^.. Srtla l�c4nl>�Ixa.Inzaa,l�crc 1>ax-mt_<v.>J:Iaxsxt11 I1.�•.•mlQ;a;,ll .�1xrisl[z®eaar u[.l.aersfl)>_alW! 'SF]! i:flISLit .wsl Is&.it tp5Cisicll asr+'isitil u.1rI I.J1_ort (..•�i?.iL..:..TiT.n'.cs"�a1 1=F:II L1I1L.1aC1I 1LL31SkdI YISLII> UflC•'Ia:11 11 13 ia-li Its LL'1T&iTL, It ' r,rti^T_r_e'Ii _I um Imo!fl I CI .i-Jt_I mC3T _mar_ cS«m cars �. rww C��'II7t•�iszit�ID[>—u•AII-"i [�[�¢i�J'ci��.amp[a�a[i�:zr-).n[�aa�csa.-f1�G1[1�E-•1•✓ ulc�:rz! W Stau�m�ir•��)� [cr�tts.:n:m' [>_rn[�aim [�x:a[�aa.-ua [�rnss�asa)s [�a��l*az� [i�a')�ir:�ca� —�T%'•1TI'fEt�SI.�—[3�011EEffi—[��`[L�'.—[�CRS'S—[�FII.�S—[��—[lam-'-S1' mPR-H- ==M= F:�ci+mrsa�r—T—Sze•—ria-a:�[�a:�[ss-n�mrs[:E-z-a[�n�..)..[EQ-E�[�u�a+x[ran;E;�[� ,•-.T[�ma�[�E. Fac-rf-trtr�a—rr>_��—�[�^ra[>�xsa[>ir.•:n�oc�[s.^)-ar�¢cx�z[rmn[�ux:.ca[�ExE�.:T �[�[zn�m� f:lC3'�il^T^l£:F111•�piF1 fZ1:)�JLuZa' [�Ii)�YEI2P f�'Z'][�(�i'. (iII��[Lti•J [�T][i•�'L•A [1iS)�OFS•i F:1Ci�'�_IIII'_1. ^S�iD��Tp�:1fEII:1[�fIf.YT[�:Iv)(�:E"ls➢FItL]f�Q�[��tiCT�'[�["Si)�i�LTr.[�L•'L•")(�J� f!II.iT�^I:P �^[-m�patt.^i[tQS)1[�IT-'i'f•,[�G][�uIT�'.[i�i•:d[��1�4[�IIU�F:[�29[l�,.F:d•D [1sfII"1['"..JQII' — pCLTe��!�t[a[iF.(•I'l[!�4 fain--- -- -- -- -- -- -- UFRI F1L12 '�-�"�G�l��<Si [�pil�'�.T tf:Ii:I81[� T[E^LI[�Q•H[m[iZ'1f�i m[ls]!"-L)[ '�i^�&L)[i—tom pt3 i �CfT�f.1eF11•�f1itE�[flLl�i[I:STPI�.L->r.[EIZ.)[��[•E �T.n(i��Lt[1FLTE�I�T [i�[�! pf�sTa r--a:--rt.c.•��T�tFi fiSGp�'[IrASI7�FICD'[�I�Z•II��Ii:(t1F9SJt:0@[�It+'['1[�� .: [i)iL•][s�-IDl pf�T�'aer��-,�)_�r�QEI 11L�I•J_it^��f��t7iLF�1(itF"I�Q•SLL f�fil[1�:EiT [fL')�ULS'f�•l��a-.ra [>t['•]�.L"•Lzl'.[�I�LII•� f>♦[")S�':I•.'[�[:II1�[�0E�•. 111F5LI[iL'•) tIC�[�9[�,a�I'S —�')�S[R)Si'ffRil.��—f�OT�CI'—f�CCn'—(f♦F>�'—[�L'*T'�—[lam u�. '—[��3I'. ---------------- ot?c�:m_._�--r�rru��r,�i[:•+a --]1'.".Er)TE)1�Sn � —[�®Q:EII —f ��: S>✓'. —[�C:.C.EC' —[�'�1' —r�6in'*- —[!•Q:C� o v�mm�mim rnwu�..rwowrnwefes1as ti'� u.c Daal. Paw P,Ob Nm'. SC GW PMa [m p[Nn[ w,vo.wnww en o.w: xa aew l+. Ml] BNew Nol a N4.2 fi No.] ele .4 anew xos fim. xo.e PYwI^eaP.we o[wCeimuma,Nc Pp.l lrm,x..ewapMe. W. CmvtlCwbu[e4n Ca[W, rrnYa{wkx,w Wa4 Gp'ewlrvclmM1 L.P. Y. MOe, I.F[ OrF 1>a RY 1[+[,b 1»M1s lssRe. Vn Rb [sY[[,a IARu 4.Rb Lsm Rw T atlClJle. w O.S �uPSY,u tNu` G 4}n \ IMP> m \ T 0laK}Pf.�,0awo�y M 4[ 02 a tE0YC1.>,n CCooY W..Y1mNl G [ }.®W \ 1!8 \ >IWm 1 (Wm 1 4@W 1 114� • ]OWW \ nlm \ >%Om \ (T.OI. \ >m]m i It>W am \ \mtm \ a� \ \a4W \ wm \ n.m4m • ntmo 1 usmm \ nnm \ nr.m \ m].\ ti m m i�NP W \ aIt moll P1 R wM aw �Y n TOTAL DADE DID PRICE S ]1e0.6,e)iW f e,]n1.m= 6 4,1413,)341.)5 f e,ON,OM.M f 6,6Y,6N.00 If. 6,M2,006.10 TOTALD DD) AND ALTERNATE MO I PRICE 6 ],MAW.0 f ].ff],)N.60 S C,060,6M.T6 If e.))1,6]i]] f 6.]]],a)].EO IS e,W),M6.W TOTAL D.IfE DID AND ALTERNATE DID] PRICE f ].441 , 4Ae6,6)1.]] f 4,]M.0 IS e,066,]69.66 DAD AERNTdO ]RG! l] 8,00 3f ,llmm S e,u,T1.0eTOTAL. S [,)6],]16.W B4Y1 }Y W [4,M N 1 ee✓.Iw4�.M�[a ) [M,f.iW r.YNM ] .,maYa OMiW ITImGLO�Rr[i._M1MLMLVY M�Mtl ti]Y WP [y. Search Results Current Search Terms: paskey* incorporated* Notice: This Printed danatr.M represeres only the rM page of your SAM search resuts. More rewts troy be ayalable. To print your wtrpete search renft, rw can dwmbad the PDF arM orient t. No records found for Current search. SA I System for Awvd Muu00mom 1.0 Note to aD Usen: Thit 6 a Federal Goyensrem Co rp to system Use of ft systemcotodues CLnsere to rrontoriig at al tires. IBM y1.12789:1USA.gL)v. 401 LOUIS RIGBY Mayor JOHN ZEMANEK Councitmember At Large A DOTTIE KAMINSKI Councilmember At Large B MIKE MOSTEIT Councitmember District 1 CHUCK ENGELKEN Councilmember District 2 MINUTES OF THE REGULAR MEETING OF THE CITY COUNCIL OF THE CITY OF LA PORTE JANUARY 13, 2014 DARYLLEONARD Councilmember District 3 TOMMY MOSER Councilmember District 4 JAY MARTIN Mayor Pro Tem Councilmember District 5 MIKE CLAUSEN Councilm mbar District 6 The City Council of the City of La Porte met in a regular meeting on Monday, January 13, 2014, at the City Hall Council Chambers, 604 West Fairmont Parkway, La Porte, Texas, at 6:00 p.m. to consider the following items of business: CALL TO ORDER Mayor Rigby called the meeting to order at 6:03 p.m. Members of Council present: Councilmembers Engelken, Leonard, Zemanek, Kaminski, Mosteit, Martin, Clausen, and Moser. Also present were City Secretary Patrice Fogarty, City Manager Corby Alexander, and Assistant City Attomey Clark Askins. 2. INVOCATION - The invocation was given by Clark Askins, Assistant City Attomey. 3. PLEDGE OF ALLEGIANCE - The Pledge of Allegiance was led by Councilmember Daryl Leonard. 4. PRESENTATIONS, PROCLAMATIONS, and RECOGNITIONS (a) Recognition — Certificates of Appreciation for Thanksgiving By the Bay — Mayor Rigby Mayor Rigby provided Certificates of Appreciation to Dennis Lunday, Barbara Lunday, Bruce Compton, George Welsh, Matt Thomas, Paul Chapman, Rayna Headrick, Rick Weimer, Sandra Holub, and Tonya Sandefer for their contributions and efforts during the Thanksgiving By the Bay event held. Dennis Lunday thanked the City for assistance during the event and vowed the 2014 event will be even better. 5. PUBLIC COMMENTS (Limited to five minutes per person.) Robby Sabban spoke on behalf of the Running Alliance Sport and thanked the City for making the La Porte by the Bay Half Marathon race such a successful event. Mr. Sabban advised Council the next race will be held on November 16, 2014. John Kling, 11025 Pinewood Ct., addressed Council in regards to damaged sidewalks in his neighborhood and requested Council to add additional funding for repair of sidewalks. Rhonda Lunsford, 10280 North H, thanked Council for the improvements made at the Lomax Arena and provided her concems about not adding bucking chutes to the arena. Ms. Lunsford also requested additional clean sand in the arena. 6. CONSENT AGENDA (All consent agenda items are considered routine by City Council and will be enacted by one motion. There will be no separate discussion of these items unless a Councilmember requests an item be removed and considered separately.) (a) Consider approval or other action regarding the minutes of the special council meeting held December 2, 2013, and minutes of regular council meeting held December 9, 2013 — P. Fogarty Page 1 of 4 January 13, 2014, Council Meeting Minutes (b) Consider approval or other action regarding amended Fiscal Year 2013 Audit/Asset Forfeiture Report and associated financial records, as required by Chapter 59 of the Texas Code of Criminal Procedure — K. Adcox (c) Consider approval or other action awarding Bid # 14009 for Lift Station Nos. 13, 31, and 39 for Electrical Improvements — D. Mick (d) Consider approval or other action awarding Bid #14012 for Diesel Backhoe/Trencher — D. Mick (e) Consider approval or other action regarding an Ordinance vacating, abandoning, and closing the South 18'h St. right-of-way between W. Main St. and W. "A" St. and the northernmost 48.5' of the alley in Block 727, La Porte, and authorizing the execution and delivery of a deed to the adjoining landowner — T. Tietjens (f) Consider approval or other action authorizing expenditures not to exceed $105,000.00 for geotechnical and construction materials testing services with Terracon Consulting for Public Works maintenance and city capital improvement projects identified in Fiscal Year 2013-2014 — D. Mick Councilmember Engelken moved to approve the Consent Agenda pursuant to staff recommendations. Councilmember Clausen seconded. MOTION PASSED. Ayes: Mayor Rigby, Councilmembers Clausen, Engelken, Kaminski, Zemanek, Mostelt, Martin, Leonard and Moser Nays: None Absent: None Prior to Council vote, Assistant City Attorney Clark Askins read the caption of Ordinance 2014-3603: AN ORDINANCE VACATING, ABANDONING AND CLOSING A PORTION OF THE SOUTH 18'H STREET RIGHT-OF-WAY AND THE NORTHERNMOST PORTION OF THE ALLEY IN BLOCK 727, LA PORTE, HARRIS COUNTY, TEXAS, AND AUTHORIZING THE EXECUTION AND DELIVERY OF A DEED TO THE ADJOINING LANDOWNER, FINDING COMPLIANCE WITH THE OPEN MEETINGS LAW; AND PROVIDING AN EFFECTIVE DATE HEREOF. 7. AUTHORIZATIONS (a) Consider approval or other action authorizing the City Manager to execute an agreement with Paskey Construction for 3" Street Pavement and Drainage Improvements in the amount of $3,953,472.00, authorizing a contingency of $197,650.00, and authorizing construction materials testing in the amount of $75,235.00 with Terracon Consulting — D. Mick Public Works Director Dave Mick presented a summary and advised a meeting will be held in mid -February with the citizens. Councilmember Moser thanked Public Works Director Dave Mick and his staff for their hard work on the project for 3'" Street Pavement and Drainage Improvements. Mayor Rigby questioned if the construction process will be done block by block or side by side. Mr. Mick responded he anticipates, after conversations with Paskey Construction, they will began on the south end where the drainage structure is going and get the twelve -by -five box under Fairmont Parkway; continue two or three blocks to the north, and then get the concrete completed on the south three blocks and continue to move northwards with the underground, proceeding two to three blocks ahead of the concrete crews. Mayor Rigby questioned if the citizens will still have access to their homes. Mr. Mick responded yes. Page 2 of 4 January 13, 2014, Council Meeting Minutes Councilmember Moser moved to authorize the City Manager to execute an agreement with Paskey Construction for 3d Street Pavement and Drainage Improvements in the amount of $3,953,472.00, authorizing a contingency of $197,650.00, and authorizing construction materials testing in the amount of $75,235.00 with Terracon Consulting. Councilmember Kaminski seconded. MOTION PASSED. Ayes: Mayor Rigby, Councilmembers Clausen, Engelken, Kaminski, Zemanek, Martin, Mosteit, Leonard and Moser Nays: None Absent: None 8. DISCUSSION OR OTHER ACTION (a) Discussion or other action regarding a Community Cooperation Project (installation of a monument sign and the purchase of landscape material) for a total City contribution of $1,332.00—T. Leach Assistant City Manager Traci Leach presented a summary. Councilmember Martin moved to approve a Community Cooperation Project (installation of a monument sign and the purchase of landscape material) for a total City contribution of $1,332.00. Councilmember Kaminski seconded. MOTION PASSED. Ayes: Mayor Rigby, Councilmembers Clausen, Engelken, Kaminski, Zemanek, Martin, Mosteit, Leonard and Moser Nays: None Absent: None 9. REPORTS (a) Receive report of La Porte Development Corporation Board — Councilmember Engelken Councilmember Engelken provided a report of the actions by the La Porte Development Corporation which took place at a meeting held just prior to this council meeting, including a directive to staff after an executive session meeting, to post the appropriate notice for a public hearing for an incentive grant request in an amount not to exceed $40,000.00 to Rob Johnson Interests to attract new retail development on the former Chevrolet dealership site at the comer of Spencer Hwy and SH 146. 10. ADMINISTRATIVE REPORTS (a) Receive report from City Manager • La Porte Redevelopment Authority/La Porte Tax Reinvestment Zone No. 1 meeting, Wednesday, January 22, 2014 • Fiscal Affairs Committee Meeting, Monday, January 27, 2014 • City Council Meeting, Monday, January 27, 2014 City Manager Corby Alexander provided administrative reports and advised Council they will be provided with an update in regards to the items relating to Lomax Arena and sidewalks. 11. COUNCIL COMMENTS regarding matters appearing on the agenda; recognition of community members, city employees, and upcoming events; inquiry of staff regarding specific factual information or existing policies — Councilmembers Leonard, Engelken, Mosteit, Clausen, Martin, Moser, Kaminski, Zemanek and Mayor Rigby. Councilmembers Leonard wished everyone a Happy New Year and sent appreciation to all that were involved with the Thanksgiving By the Bay event; Councilmember Engelken wished everyone a Happy New Year and sent appreciation to all that were involved with the Thanksgiving By the Bay, in addition to thanking the employees who were working on streets on the west side of town for the quality of work and directing of traffic; Councilmember Mosteit wished everyone a Page 3 of 4 January 13, 2014, Council Meeting Minutes prosperous 2014 and thanked all of the volunteers that worked the Thanksgiving By the Bay; Councilmember Clausen wished everyone a Happy New Year; Councilmembers Martin and Zemanek thanked the Albemarle folks for the Thanksgiving By the Bay; Councilmember Kaminski wished everyone a Happy New Year and informed everyone of the Food Drive that was held on December 28, 2013; Mayor Rigby thanked the Albemarle folks for the Thanksgiving By the Bay, Human Resources Manager Allison Curry and everyone else involved for the Employee Christmas Party. There being no further business, Councilmember Engelken moved to adjourn the meeting at 6:42 p.m. Councilmember Leonard seconded. MOTION PASSED. Patrice Fogart , SeVetary Passed an rr A on January 27, 2014. Ma or L is R. Rigby Page 4 of 4 January 13, 2014, Council Meeting Minutes