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Home My WebLink AboutO-2006-2884 F REQUEST FOR.CITY COUNCIL AGENDA ITEM Agenda Date Requested: Ma Appropriation Requested By: Steve Gillett Source of Funds: Capital Improvement Fund Department: Public Works Account Number: 018-9884-669-5110 Report: Resolution: Ordinance: X Amount Budgeted: $175.000 Exhibits: Ordinance Amount Requested: $173.993 Exhibits: Bid Tabulation Budgeted Item: YES Exhibits: SUMMARY & RECOMMENDATION Sealed bids were received and opened on April 24, 2006 for the annual Sewer Rehabilitation contract. The Base Project consists of sliplinning of various sanitary sewers. Unit prices were also received for a variety of rehabilitative techniques to be used as needed (Attached). No quantities were identified for this additional work as it will be identified and authorized as needed. Bid requests were mailed to eight (8) bidders with two (2) returning bids. This contract is a component of the City of La Porte's Sanitary Sewer Rehabilitation Program. It will be used to supplement the in-house activities of city forces. Overall low bid meeting specifications was submitted by Horseshoe Construction for a base bid amount of one hundred seventy thousand, five hundred and twenty dollars ($170,520.00). Staff recommends award of bid for Sewer Rehabilitation to Horseshoe Construction. Additionally, a contingency in the amount of$3,473.00 is requested. Adequate funds are budgeted in the FY 2005/2006 Capital Improvements Program (1&1 Program) for this contract. Action Reauired bv Council: Authorize the City Manager to execute an annual contract for Sewer Rehabilitation to Horseshoe Construction, low bidder meeting specifications, in the amount of $170,520.00, and authorize an additional $3,473.00 for contingency. 5 - ~ -ok) Date ORDINANCE NO. 2006-:(601 AN ORDINANCE APPROVING AND AUTHORIZING A CONTRACT BETWEEN THE CITY OF LA PORTE AND HORSESHOE CONSTRUCTION, FOR SANITARY SEWER REHABILITATION, APPROPRIATING $170,520.00 PLUS A CONTINGENCY OF $3,473.00, TO FUND SAID CONTRACT, MAICING VARIOUS FINDINGS AND PROVISIONS RELATING TO THE SUBJECT, FINDING COMPLIANCE WITH THE OPEN MEETINGS LAW, PROVIDING AN EFFECTIVE DATE HEREOF. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF LA PORTE: Section 1. The City Council hereby approves and authorizes the contract, agreement, or other undertaking described in the title of this ordinance, a copy of which is on file in the office of the City Secretary. The city Manager is hereby authorized to execute such document and all related documents on behalf of the City of La Porte. The city Secretary is hereby authorized to attest to all such signatures and to affix the seal of the City to all such documents. city Council appropriates the sum of $170,520.00 plus a contingency of $3,473.00 from Fund 018, to fund said contract. section 2. The City Council officially finds, determines, recites, and declares that a sufficient written notice of the date, hour, place and subject of this meeting of the City Council was posted at a place convenient to the public at the City Hall of the city for the time required by law preceding this meeting, as required by the Open Meetings Law, Chapter 551, Texas Government Code; and that this meeting has been open to the pUblic as required by law at all times during which this ordinance and the subject matter thereof has been discussed, considered and formally acted upon. The City Council further ratifies, approves and confirms such written notice and the contents and posting thereof. Section 3. This Ordinance shall be effective from and after its passage and approval, and it is so ordered. PASSED AND APPROVED, this 8th day of May, 2006. By: CI~L7~ Alton E. Porter Mayor ATTEST: ~ilJfi~d~ Mart a A. Gillett City Secretary APP~~tdd Knox W. Askins city Attorney 2 2006 Annual Sanitary Sewer Rehabilitation Contract Bid Tabulation Base Bid Horseshoe Construction R.L. Utilities, Inc. Item Description Est. Unit Unit Price Extended Unit Price Extended No. Quan. Meas. Price Price 1 Slipline 6" Dia. 0'-10' Deep 520 LF $ 27.00 $ 14,040.00 $ 27.65 $ 14,378.00 2 Slipline 8" Dia. 0'-10' Deep 3520 LF $ 30.00 $ 105,600.00 $ 29.45 $ 103,664.00 3 Obstruction Removal 0'-10' Deep 6 EA $ 400.00 $ 2,400.00 $ 3,395.00 $ 20,370.00 4 Reconnect Service 0'-10' Deep 120 EA $ 400.00 $ 48,000.00 $ 695.00 $ 83,400.00 5 Trench Safety 5'-10' Deep 960 LF $ 0.50 $ 480.00 $ 5.00 $ 4,800.00 ~ $ 170,520.00 f $ 226,612.00 I City of La Porte Public Works Memo To: Steve Gillett From: Ray Mayo CC: Curtis Herrod, Susan Kelley Date: 4/25/2006 Re: Rehabilitation of Sanitary Sewer - Annual Contract - Bid No 06013 Capital Improvement /1&1 Fund 018-9884-669-5110 Eight bid packages were sent out for this Base bid project and annual contract repair items. Sealed bids were received on April 24,2006 from two (2) contractors. Low bid was submitted by Horseshoe Construction Inc., in the amount of $170,520.00. Second bid was received from R&L Utilities, in the amount of $226,612.00. Horseshoe Construction has performed several sewer rehabilitation projects for the City, and is recommended for the award of this project and annual repair contract. A contingency amount of $3473.00 is also recommended for the base bid project. - - . . . I - - - , I , I I I I I BID SCHEDULE ADDITIONAL WORK Project Description: Rehabilitation of Sanitary Sewer using Sliplining, Pipe Bursting and Remove & Replace City of La Porte Project No.:BID NO. 06013 ITEM DESCRIPTION UNIT OF UNIT PRICE NO. MEASURE (Nm1;BER) 5-A Install New Manhole VF 4no ~ 6. Sliplining 6" diameter, 10 - IS" Deep LF 50~ 7. Slip lining 6" diameter, Over 15' Deep LF (00 !! 8. Sliplining 8" diameter, 10' --15' Deep LF (gO~ 9. Sliplining 8" diameter, Over 15' Deep LF ~O~ 10. Sliplining 10" diameter, 0'.10' Deep LF 4g~ 11. Sliplining 10" diameter, 10' - 15 Deep LF ClO~ 12. Sliplining 10" diameter, Over 15' Deep LF qo~ 13. Sliplining 12" diameter, 0'-10' Deep LF 41~ 14. Sliplining 12" diameter, 10' - 15' Deep LF <g5~ 15. Sliplining 12" diameter, Over 15' Deep LF \OO~ 16. Slip lining IS" diameter, 0'-10' Deep LF loo~ 17. Sliplining 15" diameter, 10' - 15' Deep LF loo~ 18. Sliplining 15" diameter, Over 15' Deep LF ltOO~ 19. Obstruction Removal10' - 15' Deep EA <1> 1000 O..! 20. Obstruction Removal Over 15' Deep EA \q.OOO~ 21. ITEM DELETED ****** ********************* 22. ITEM DELETED ****** ********************* 23. Manhole Ring & Cover Replacement EA ~ 24. Point Repair of 6" - 10" Sewers, Up To 8' Deep EA 1>,1 00 .~ 25. Extra Length for Point Repair of 6" - 10" Sewers, Up To 8' LF W~ Deep 26. Point Repair of6" - 10" Sewers, 8' To 15' Deep EA 51'00:: 27. Extra Length for Point Repair of 6" - 10" Sewers, 8' To IS' LF (~5~ Deep 28. Point Repair of 6" - 10" Sewers, 8'Over 15' Deep EA \QIOao~ Bid ProDosal 3 of 7 ~ - - - - - - I I , I - I I I I I I I WI ITEM DESCRIPTION UNIT OF UNIT PRICE NO. MEASURE (NUMBER) 29. Extra Length for Point Repair of 6" - 10" Over 15' Deep LF \q~ 30. Point Repair of 12" - 18" Sewers, Up to 8' Deep EA ~ICOO~ 31. Extra Length for Point Repair of 12" - 18" Sewers, Up to 8' LF ~OO~ Deep 32. Point Repair of 12" - 18" Sewers 8' to 15' Deep EA l5,oOO~ 33. Extra Length for Point Repair for 12" - 18" Sewers, 8' to 15' LF ~55 .~ Deep 34. Point Repair of 12" - 18" Sewers Over 15' Deep EA l ~,OOO~ 35. Extra Length for Point Repair for 12" - 18" Sewers, Over 15' LF 2>156~ Deep 36. Remove & Replace 8" Sewer 0' - 10' Deep LF "1~ 37. Remove & Replace 8" Sewer 10' - 15' Deep LF \;)O~ 38. Remove & Replace 8" Sewer over 15' Deep LF \55~ 39. Remove & Replace 10" Sewer 0' - 10' Deep LF ~S~ 40. Remove & Replace 10" Sewer 10' - 15' Deep LF l~O~ 41. Remove & Replace 10" Sewer over 15' Deep LF \1Q~ 42. Remove & Replace 12" Sewer 0' - 10' Deep LF q5~ 43. Remove & Replace 12" Sewer 10' - 15' Deep LF ~OO~ 44. Remove & Replace 12" Sewer over 15 'Deep LF 8,Q~ 45. Remove & Replace 15" Sewer 0' - 10' Deep LF l50~ 46. Remove & Replace 15" Sewer 10' - 15' Deep LF ~4o~ 47. Remove & Replace 15" Sewer over 15' Deep LF ~qs~ 48. Remove & Replace 18" Sewer 0' -10' Deep LF ( foO~ 49. Remove & Replace 18" Sewer 10' - 15' Deep LF 0)50:.-0 50. Remove & Replace 18" Sewer over 15' Deep LF 3\Q~ 51. Remove & Replace 24" Sewer 0' -10' Deep LF &f;J.5~ 52. Remove & Replace 24" Sewer 10' - 15' Deep LF ~a~ 53. Remove & Replace 24" Sewer over 15' Deep LF 65c~ 54. Remove & Replace 30" Sewer 0' -10' Deep LF OCO~ 55. Remove & Replace 30" Sewer 10' - 15' Deep LF a1~o 56. Remove & Replace 30" Sewer over 15' Deep LF 400.': Bid Prooosal 4 of 7 - - - q q, q I ~ ~ q q q , ~ - ~ ~ ~ - ITEM DESCRIPTION UNIT OF UNIT PRICE NO. MEASURE (NUMBER) 57. Remove & Replace 36" Sewer 0' - 10' Deep LF q5D~ 58. Remove & Replace 36" Sewer 10' -15' Deep LF 500~ 59. Remove & Replace 36" Sewer over 15' Deep LF 6so~ 60. Well Pointing for Rehabilitation, Up to 10' Deep LF ~5o~ 61. Well Pointing for Rehabilitation, 10' - 15' Deep LF lO~ 62. Well Pointing for Rehabilitation Over 15' Deep LF qo~ 63. Reconnection of Service line by Excavation 10' -IS' Deep EA J). 0 cO 6,.!. 64. Reconnection of Service line by Excavation Over 15' Deep EA ~.OOO.~ 65. Remove all Types of Street Pavement and Base Courses, SY ~5~ Varying Thickness 66. Sawed Joint, Concrete/Asphalt Pavements LF lO~ 67. Removal & Replacement of 4 112" Concrete Sidewalk, SY .50~ Including Reinforcement 68~ Removal & Replacement of 4 1/2" Concrete Driveway, SY (o56,.!. Including Reinforcement 69. Removal & Replacement of 6" Concrete Pavement, Including SY ~..!. Reinforcement 70. Replacement of Base Material and 1 1/2" HMAC (Type D), SY 35'~ Including Tack Coat 71. Trench Safety System 5' - 10" Deep LF \S~ 72. Trench Safety System 10' - IS' Deep LF D5~ 73. Trench Safety System Over 15' Deep LF ~ 74. Extra Cement Stabilized Sand CY 65~ 75. Extra Depth for New Manhole VF 85o'..!. 76. Bypass for each 3" Pump HR 4oo~ 77. Bypass for each 4" Pump HR 1oo~ 78. Bypass for each 6" Pump HR ~OO.~ 79. Bypass for each 8" Pump HR \, 000 ~ 80. Set up for a 3" Bypass Pump EA \, 000 ~ 81. Set up for a 4" Bypass Pump EA a,OOO~ 82. Setup for a 6" Bypass Pump EA .o,5oo~ 83. Setup for a 8" Bypass Pump EA g.500~ 84. Pipe Burst 6 "and 8" diameter to 8" diameter 0 - 10 feet deep LF 5o~ Bid Prooosal 5 of 7 I - I - I I I I I I I I I I I ~ I I I ITEM DESCRIPTION UNIT OF UNIT PRICE NO. MEASURE ER) 85. Pipe Burst 6 "and 8" diameter to 8" diameter 10-15 feet deep LF 11~ 86. Pipe Burst 6 "and 8" diameter to 8" diameter Over 15 feet LF qo~ deeo 87. Pipe Burst 10" diameter to 10" diameter 0 - 10 feet deep LF loS~ 88. Pipe Burst 10" diameter to 10" diameter 10-15 feet deep LF loo~ 89. Pipe Burst 10" diameter to 10" diameter Over 15 feet deep LF \~Q:; 90. Pipe Burst 12" diameter to 12" diameter 0 - 10 feet deep LF ~!>~ 91. Pipe Burst 12" diameter to 12" diameter 10-15 feet deep LF \50~ 92. Pipe Burst 12" diameter to 12" diameter Over 15 feet deep LF \15~ BASE BID PROPOSAL BASE PROPOSAL: Bidder agrees to perform all of the work shown on the plans and further describeg, in the specifications for the sum of One. hu..rd..red Se.\I~~e.hu..hd.red -\wen~d.61lA.~ No &r\-c6 dollars ($ 01':':" ). (Amount shall be shown i both words and figures. In case of discrepancy, the amount shown in words will govern.) Bidder understands that the Owner reserVes the right to reject any or all bids and to waive any informalities in the bidding. The bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. Upon receipt of written notice of the acceptance of this bid, bidders will execute the formal contract attached within ten (10) days and deliver a Surety Bond or Bonds as required by the General Conditions. The bid security attached in sum of 56/0 ~.A.e:,. dollars ($ ) is to become the property of the Owner in the event the contract and bond are not executed within the time above set forth, as liquidated damages for the delay and additional expense to the Owner caused thereby. Bid Prooosal 6 of 7