Loading...
HomeMy WebLinkAbout2012 CITYWIDE SIDEWALK PROGRAM AND INFILL_12-45000001R E C E I V I N G R E P O R T RECEIPT NO.: 181007' SHIP TO: PLANNING VENDOR: SOUTH RANGER CONSTRUCTION DELIVER BY SHIP VIA F.O.B. 8/31/12 CONFIRM BY CONFIRM TO CEASAR AMADOR BOB WARD FREIGHT CONTRACT NO. REQ. NO. -------------- LINE QTY RCVD PAGE: 1 P.O. NO.: C12115 DATE: 4/03/13 VENDOR NO. 435445 REQUISITIONED BY REQ. DATE BIN LOCATION UOM ITEM NO. AND DESCRIPTION UNIT COST EXTENDED COST ----------------------------------------------------------------------------- 1 19426.54 EA 260 120 1.0000 .19426.54 PROFESSIONAL SERVICES CONSTRUCTION LABOR AND MATERIAL TO CONSTRUCT SIDEWALK IMPROVE Acct # 01598929275150 RECEIVED AEE, PEGGY TOTAL EXTENDED COST: 19426.54 RECEIVED DATE: 4/03/13 0 APPLICATION AND CERTIFICATION FOR PAYMENT PROJECT: 2012 City Wide Sidewalk Replacement & In -fill TOTAL AMOUNT WORK DONE TO DATE: $84,155.33 ORIGINAL CONTRACT AMOUNT: $90,172.16 AMOUNT RETAINED 5% : $4,207.77 NET CHANGE BY CHANGE ORDERS: $9,005 PREVIOUS PAYMENTS: $61,492.36 REVISED CONTRACT AMOUNT: $99,177.16 TOTAL DEDUCTIONS: $65,700.13 OWNER: AMOUNT DUE CONTRACTOR: $18,455.20 City of La Porte 604 W. Fairmont Parkway La Porte, TX 77571 CONTRACTOR: ESTIMATE NO. 4 Ranger Constructions 2114 9th St. Galena Park, Texas 77547 CONTRACT DATE: 8/2012 WORKING DAYS TO DATE: 90 CERTIFICATE OF THE CONTRACTOR OR HIS DULY AUTHORIZED REPRESENTATIVE To the best of my knowledge, I certify that all items, quantities and prices of work and materials shown on the face of the estimate are correct; that all work has been performed and materials supplied in full accordance with the terms and conditions of the corresponding construction contractual documents between the Owner and the Contractor, all changes authorized thereto; that the foregoing is a true and correct statement and of the contract amount up to and including the last day of the period covered by this estimate and that no part of the "AMOUNT DUE CONTRACTOR" has been revised. I further certify that all just and lawful bills against the above named Contractor, for labor, material and expendable equipment employed in the performance of said contract have been paid in full accordance with the contract requirements. DATE: 4/3/13 BY: 6-' - —n� G� // TITLE: owner SIGNED. and SWORN before me, a Notary Public in and for the State of Texas this Y day of 2013. BY: V .�� MY COMMISSION EXPIRES: ENGINEER'S CERTIFICATION FOR PAYMENT In accordance with the contract documents, based on on -site observations and the data comprising the above applica the Owner that the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to DUE CR. BY: , �% � DATE: 4/3/13 V F TSCNAPPATT MY COMMiSSIN Expirm Au" 10. 2016 PROJECT NAME: 2012 City Wide Sidewalk Replacement and Infill PROJECT NUMBER: Bid # 12027 CONTRACTOR: Ranger Constructions DATI Mar-13 Quantity Dollars Installed This Period Installed Previous Periods Total Installed To Date This Period Income Previous Periods Income Total Income To Date Item No. Est. Description of Work Qty. Unit Unit Estimated Price Value 1.0 Sidewalk Removal/Disposal 11,748 S.F. $ 0.90 $ 10,573.20 4257.2 12522.7 16779.9 $ 3,831.48 $ 11,270.43 $ 15,101.91 2.0 Sidewalk Replacement 4" Thick 13,527 S.F. $ 3.48 $ 47,073.96 4257.2 12084.3 16341.5 $ 14,815.06 $ 42,053.36 $ 56,868.42 3.0 Handicap Ramp 16 EA $ 750.00 $ 12,000.00 0 12 12 $ - $ 9,000.00 $ 9,000.00 4.0 Manhole adjustments 2 EA. $ 250.00 $ 500.00 0 5 5 $ - $ 1,250.00 $ 1.250.00 5.0 Adjust Valve Box 3 EA. $ . 100.00 $ 300.00 4 4 8 $ 400.00 $ 400.00 $ 800.00 6.0 Saw Cut 76 EA. $ 5.00 $ 380.00 76 151 227 $ 380.00 $ 755.00 $ 1,135.00 7.0 6" Wide Sidewalk 5" thick 4,300 S.F. $ 4.50 $ 19,350.00 0 0 0 $ - $ - $ - $ 90,177.16 $ 19.426.54 1 $ 64,728.79 1 $ 84,155.33 PAGE: 1 RECEIVING REPORT RECEIPT NO.: 178334 SHIP TO: PLANNING VENDOR: SOUTH RANGER CONSTRUCTION DELIVER BY SHIP VIA F.O.B. 8/31/12 CONFIRM BY CONFIRM TO CEASAR AMADOR BOB WARD FREIGHT CONTRACT NO. REQ. NO. P.O. NO.: C12115 DATE: 12/06/12 VENDOR NO. 435445 REQUISITIONED BY REQ. DATE _____________________________________________________________________________ LINE QTY RCVD BIN LOCATION UOM ITEM NO. AND DESCRIPTION UNIT COST EXTENDED COST _____________________________________________________________________________ 1 2796.36 EA 260 120 1.0000 2796.36 PROFESSIONAL SERVICES CONSTRUCTION LABOR AND MATERIAL TO CONSTRUCT SIDEWALK IMPROVE Acct # 01598929275150 2 25156.60 EA 260 120 1.0000 25156.60 PROFESSIONAL SERVICES CONSTRUCTION LABOR AND MATERIAL TO CONSTRUCT SIDEWALK IMPROVE Acct # 01598927095160 TOTAL EXTENDED COST: 27952.96 RECEIVED BY: L EGGY RECEIVED DATE: 12/06/12 APPLICATION AND CERTIFICATION FOR PAYMENT PROJECT: 2012 City Wide Sidewalk Re -Placement & In -fill TOTAL AMOUNT WORK DONE TO DATE: $53 223.44 ORIGINAL CONTRACT AMOUNT: $90 172.16 AMOUNT RETAINED 5% : j1-399 63 NET CHANGE BY CHANGE ORDERS: $0 PREVIOUS PAYMENTS: REVISED CONTRACT AMOUNT: $90 172.16 TOTAL DEDUCTIONS: OWNER: City of La Porte AMOUNT DUE CONTRACTOR: $26,555.3 604 W. Fairmont Parkway La Porte TX 77571 CONTRACTOR: Ranger Constructions ESTIMATE NO. 2 2114 9th St. Galena Park, Texas 77547 CONTRACT DATE: 8/2012 WORKING DAYS TO DATE: 90 CERTIFICATE OF THE CONTRACTOR OR HIS DULY AUTHORIZED REPRESENTATIVE To the best of my knowledge, I certify that all items, quantities and prices of work and materials shown on the face of the estimate are correct; that all work has been performed and materials supplied in full accordance with the terms and conditions of the corresponding construction contractual documents between the Owner and the Contractor, all changes authorized thereto; that the foregoing is a true and correct statement and of the contract amount up to and including the last day of the period covered by this estimate and that no part of the "AM has been revised. I further certify that all just and lawful bills against the above named Contractor, for labor, material and expendable performance of said contract have been paid in full accordance with the contract requirements. DATE: IZ—S'(Z BY: ,c( TITLE: iPArrWc.,.i SIGNE1D�nd SWORN/efore me, a Notary Public in and for the State of Texas this s/ = day of �� f 1 2012. BY: V G v s MY COMMISSION EXPIRES: ( /J-4-4 as ENGINEER'S CERTIFICATION FOR PAYMENT In accordance with the contract documents, based on on -site observations and the data comprising the above application, the Engineer certifies to the Owner that the quality the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT DUE CO ; CTOR. BY: DATE: oiS�Q84a- 709-5/l00 `i p15-9�`��- qz7- SISa oG•9F .04 �40 . PROJECT NAME: 2012 City Wide Sidewalk Replacement and Infill PROJECT NUMBER: Bid # 12027 CONTRACTOR: Ranger Constructions DATE: Nov. 2012 Quantity Dollars Installed This Period Installed Previous Periods Total Installed To Date This Period Income Previous Periods Income Total Income To Date Item No. Est. Description of Work Qty. Unit Unit Estimated Price Value 1.0 Sidewalk Removal/Disposal 11,748 S.F. $ 0.90 $ 10,573.20 5448.3 4627.2 10075.5 $ 4,903.47 $ 4,164.48 $ 9,067.95 2.0 Sidewalk Replacement 4" Thick 13,527 S.F. $ 3.48 $ 47,073.96 5255.6 4422.7 9678.3 $ 18,289.49 $ 15.391.00 $ 33,680.48 3.0 1 Handicap Ramp 16 EA $ 750.00 $ 12,000.00 5 6 11 $ 3,750.00 $ 4,500.00 $ 8,250.00 4.0 Manhole adjustments 2 EA. $ 250.00 $ 500.00 3 2 5 $ 750.00 $ 500.00 '$ 1,250.00 5.0 Adjust Valve Box 3 EA. $ 100.00 $ 300.00 2 2 4 $ 200.00 $ 200.00 $ 400.00 6.0 Saw Cut 76 EA. $ 5.00 $ 380.00 12 103 115 $ 60.00 $ 515.00 $ 575.00 7.0 6" Wide Sidewalk 5" thick 4,300 S.F. $ 4.50 $ 19,350.00 0 0 0 $ - $ - $ - $ 90,177.16 $27,952.96 $25,270.48 $53,223.43 GENERAL OPERATING DEPARTMENT No. 264440. City of La Porte 604 W Fairmont Parkway Amegy Bank La Porte, TX 77571 Vnlr) 9n DAYS AFTER DATE r La Porte, TX 35-1125/1130 VENDOR NUM O ER,, "+ad 1 AvTE - -wC-HECK;TNUMBER AMOUNT 435445 u '(01" %2a1; 264440 $ 10930.09 PAY THE SUM01 OLLARSiT OF �Y TO SOUTH RANGER CONSTRUCTION 2114 9TH STREET ° Ayor ,ORDER GALENA PARK, TX 77547-OF --------- — -- --- — -- -------..---..._ - v....CityManager---- ii' 264440ii' 1: 113011 258i1 1: 900003 i 2088ii' _................ . ..... ........... ... ... .. .._ . ......... _. _... DATE I INVOICE I DESCRIPTION PO AMOUNT 01/08/2013 EST 3 City of La Porte 604 W Fairmont Parkway LaPorte, TX 77571 PAGE 1 PROFESSIONAL SERVICES VENDOR NUMBER DATE 435445 01/11/2013 CHECK NUMBER AMOUNT 264440 $ 10930.09 C12115 **11,505.36 R E C E I V I N G R E P O R T RECEIPT NO.: 179071 SHIP TO: PLANNING VENDOR: SOUTH RANGER CONSTRUCTION DELIVER BY SHIP VIA 8/31/12 F.O.B. CONFIRM BY CONFIRM TO CEASAR AMADOR BOB WARD FREIGHT CONTRACT NO. REQ. NO PAGE: 1 P.O. NO.: C12115 DATE: 1/08/13 VENDOR NO. 435445 REQUISITIONED BY REQ. DATE ----------------------------------------------------------------------------- LINE QTY RCVD BIN LOCATION UOM ITEM NO. AND DESCRIPTION UNIT COST EXTENDED COST ----------------------------------------------------------------------------- 1 11505.36 EA 260 120 1.0000 11505.36 PROFESSIONAL SERVICES CONSTRUCTION LABOR AND MATERIAL TO CONSTRUCT SIDEWALK IMPROVE ACct # 01598929275150 TOTAL EXTENDED COST: 11505.36 R 000 0•UU RECEIVED JAN 0 B 2013 iAwiOUN1 INU DIVISION RECEIVED BY: LEE, PEGGW ECEIVED DATE:- 1/08/13 Vli.,505.36 x �eTon . 5 00 �10•Ji0.0Ciz- R E C E I V I N G R E P O R T RECEIPT NO.: 179071 SHIP TO: PLANNING VENDOR: SOUTH RANGER CONSTRUCTION DELIVER BY SHIP VIA 8/31/12 F.O.B. CONFIRM BY CONFIRM TO CEASAR AMADOR BOB WARD FREIGHT CONTRACT NO. REQ. NO PAGE: 1 P.O. NO.: C12115 DATE: 1/08/13 VENDOR NO. 435445 REQUISITIONED BY REQ. DATE ----------------------------------------------------------------------------- LINE QTY RCVD BIN LOCATION UOM ITEM NO. AND DESCRIPTION UNIT COST EXTENDED COST --- -------------------- —----------------------------------------------- 1 11505.36 EA 260 120 1.0000 11505.36 PROFESSIONAL SERVICES CONSTRUCTION LABOR AND MATERIAL TO CONSTRUCT SIDEWALK IMPROVE Acct # 01598929275150 TOTAL EXTENDED COST: RECEIVED JAN 0 8 2013 ,,�juNl LNG ,- DIVISION , RECEIVED BY: LEE, PEGGW ECEIVED DATE: 1/08/13 000 11505.36 R x ,( /10,9't/0).0`7z- I"e'i vp�� I APPLICATION AND CERTIFICATION FOR PAYMENT PROJECT: 2012 City Wide Sidewalk Re -Placement & In -fill TOTAL AMOUNT WORK DONE TO DATE: $64,728.80 ORIGINAL CONTRACT AMOUNT: $90,172.16 AMOUNT RETAINED 5% : $3,236.44 NET CHANGE BY CHANGE ORDERS: $0 PREVIOUS PAYMENTS: $50 562.27 REVISED CONTRACT AMOUNT: $90,172.16 TOTAL DEDUCTIONS: $53 798.71 OWNER: City of La Porte AMOUNT DUE CONTRACTOR: $10,930.09 604 W. Fairmont Parkway La Porte, TX 77571 CONTRACTOR: Ranger Constructions ESTIMATE NO. 3 2114 9th St. Galena Park, Texas 77547 CONTRACT DATE: 82012 WORKING DAYS TO DATE: 70 CERTIFICATE OF THE CONTRACTOR OR HIS DULY AUTHORIZED REPRESENTATIVE To the best of my knowledge, I certify that all items, quantities and prices of work and materials shown on the face of the estimate are correct; that all work has been performed and materials supplied in full accordance with the terms and conditions of the corresponding construction contractual documents between the Owner and the Contractor, all changes authorized thereto; that the foregoing is a true and correct statement and of the contract amount up to and including the last day of the period covered by this estimate and that no part of the "AMOUNT DUE CONTRACTOR" has been revised. I further certify that all just and lawful bills against the above named Contractor, for labor, material and expendable equipment employed in the performance of said contract have been paid in full accordance with the contract requirements. DATE: i/ 1 BY: TITLE: MAMA PENA t Notary uDlie, State of Texas SIGNED and SWORN before me, a Notary Public in and for the State of Texas this g day of 201 3rsra I My commission August 01, 2013 ea BYa 0% MY COMMISSION EXPIRESEXPIRESAU5 AA , W R ENGINEER'S CERTIFICATION FOR PAYMENT In accordance with the contract documents, based on on -site observations and the data comprising the above application, the Engineer certifies to the Owner that the quality of Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT DUE CONWCTOR. 7 BY: DATE: �v PROJECT NAME: 2012 City Wide Sidewalk Replacement and Infill PROJECT NUMBER: Bid # 12027 CONTRACTOR: Ranger Constructions DATE: Dec. 2012 Quantity Dollars Installed This Period Installed Previous Periods Total Installed To Date This Period Income Previous Periods Income Total Income To Date Item No. Est. Description of Work Qty. Unit Unit Estimated Price Value 1.0 Sidewalk Removal/Disposal 11.748 S.F. $ 0.90 $ 10,57320 2447.2 10075.5 12522.7 $ 2,202.48 $ 9,067.95 $ 11,270.43 2.0 Sidewalk Replacement 4" Thick 13,527 S.F. $ 3.48 $ 47,073.96 2406.0 9678.3 12084.3 $ 8,372.88 $ 33,680.49 $ 42,053.37 3.0 1 Handicap Ramp 16 EA $ 750.00 $ 12,000.00 1 11 12 $ 750.00 $ 8,250.00 $ 9,000.00 4.0 Manhole adjustments 2 EA. $ 250.00 $ 500.00 0 5 5 $ - $ 1,250.00 $ 1,250.00 5.0 Adjust Valve Box 3 EA. $ 100.00 $ 300.00 0 4 4 $ - $ 400.00 $ 400.00 6.0 Saw Cut 76 EA. $ 5.00 $ 380.00 36 115 151 $ 180.00 $ 575.00 $ 755.00 7.0 6" Wide Sidewalk 5" thick 4.300 S.F. $ 4.50 $ 19,350.00 0 0 0 $ - $ $ _ $ 90,177.16 J$11,505.36 $53,223.44 $ 64,728.80 :r R E C E I V I N G RECEIPT NO.: SHIP TO: PLANNING VENDOR: SOUTH RANGER CONSTRUCTION DELIVER BY SHIP VIA F.O.B. 8/31/12 CONFIRM BY CONFIRM TO CEASAR AMADOR BOB WARD FREIGHT CONTRACT NO. REQ. NO. R E P O R T 181974 PAGE: 1 P.O. NO.: C12115 DATE: 5/16/13 VENDOR NO. 435445 REQUISITIONED BY REQ. DATE ----------------------------------------------------------------------------- LINE QTY RCVD BIN LOCATION UOM ITEM NO. AND DESCRIPTION UNIT COST EXTENDED COST ----------------------------------------------------------------------------- 1 15021.82 EA 260 120 1.0000 15021.82 PROFESSIONAL SERVICES CONSTRUCTION LABOR AND MATERIAL TO CONSTRUCT SIDEWALK IMPROVE Acct # 01598929275150 3 3335.25 EA 260 120 1.0000 3335.25 PROFESSIONAL SERVICES CONSTRUCTION ADJUSTMENT FOR DIFFERENCE BETWEEN Acct # 01598927095150 TOTAL EXTENDED COST: 18357.07 RECEIVED BY: LEE, PEGT RECEIVED DATE: 5/16/13 APPLICATION AND CERTIFICATION FOR PAYMENT PROJECT: 2012 City Wide Sidewalk Replacement & In -fill TOTAL AMOUNT WORK DONE TO DATE: $102,512.40 ORIGINAL CONTRACT AMOUNT: $90,172.16 AMOUNT RETAINED 5% : $5125.62 NET CHANGE BY CHANGE ORDERS: $9 005 PREVIOUS PAYMENTS: $79 947.56 REVISED CONTRACT AMOUNT: $99,177.16 TOTAL DEDUCTIONS: $85,073.18 OWNER: City of La Porte AMOUNT DUE CONTRACTOR: $17,439.22 604 W. Fairmont Parkway LaPorte, TX 77571 CONTRACTOR: ESTIMATE NO. 5 Ranger Constructions 2114 9th St. Galena Park, Texas 77547 CONTRACT DATE: 8/2012 WORKING DAYS TO DATE: 90 CERTIFICATE OF THE CONTRACTOR OR HIS DULY AUTHORIZED REPRESENTATIVE To the best of my knowledge, I certify that all items, quantities and prices of work and materials shown on the face of the estimate are correct; that all work has been performed and materials supplied in full accordance with the terms and conditions of the corresponding construction contractual documents between the Owner and the Contractor, all changes authorized thereto; that the foregoing is a true and correct statement and of the contract amount up to and including the last day of the period covered by this estimate and that no part of the "AMOUNT DUE CONTRACTOR" has been revised. I further certify that all just and lawful bills against the above named Contractor, for labor, material and expendable equipment employed in the performance of said contract have been paid in full accordance with the contract requirements. DATE: S a ,7p/ BY:� SIGNED and SWORN before me, a Notary Public in and for the State of Texas this TITLE: ov V IFTSCMAPPATT rGen�nl.sloa Ebb.. Aupust 10, 2016 day of 2 ^.R> .✓ BY: tr . e__-I ; MY COMMISSION EXPIRES: ENGINEER'S CERTIFICATION FOR PAYMENT In accordance with the contract documents, based on on -site observations and the data comprising the above application, the Engineer certifies to the Owner that the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT DUE COZY RACTORo ` BY: AftLDATE: 5/Z�o/3 6!S- 999 L -70 9-5lG o PROJECT NAME: 2012 City Wide Sidewalk Replacement and Infill PROJECT NUMBER: Bid # 12027 CONTRACTOR: Ranger Constructions DATI Apr-13 Quantity Dollars Installed This Period Installed Previous Periods Total Installed To Date This Period Income Previous Periods Income Total Income To Dale Item No. Est. Description of Work Qty. Unit Unit Estimated Price Value 1.0 Sidewalk Removal/Disposal 11,748 S.F. $ 0.90 $ 10,573.20 2794 16779.9 19573.9 $ 2,514.60 $ 15.101.91 $ 17,616.51 2.0 Sidewalk Replacement 4" Thick 13,527 S.F. $ 3.48 $ 47,073.96 4121.4 16341.5 20462.9 $14,342.47 $ 56,868.42 $ 71,210.89 3.0 11-landicap Ramp 16 EA $ 750.00 $ 12.000.00 2 12 14 $ 1,500.00 $ 9,000.00 $ 10,500.00 4.0 Manhole adjustments 2 EA. $ 250.00 $ 500.00 0 5 5 $ - $ 1,250.00 $ 1,250.00 5.0 Adjust Valve Box 3 EA. $ 100.00 $ 300.00 0 8 8 $ - $ 800.00 $ 800.00 6.0 Saw Cut 76 EA. $ 5.00 $ 380.00 0 227 227 $ - $ 1,135.00 $ 1,135.00 7.0 6" Wide Sidewalk 5" thick 4,300 S.F. $ 4.50 $ 19,350.00 0 0 0 $ - $ - $ - $ 90,177.16 $ 18,357.07 $ 84,155.33 1 $ 102,512.40 VENDOR NUMBER_ " W '. _D'A E.. : yCHECK�IUMBER AMOUNT*.*. ' "435445. 263624'.': .i ''` $'. 25006.96 V2636241'• ':1i3O11258j: 1180O00312088u0 .... ...... . DATE INVOICE DESCRIPTION PO AMOUNT 11/05/2012 EST NO 1 SIDEWALK REPLACEMENT C12115 **25,270.48 PAGE: 1 RECEIVING REPORT RECEIPT NO.: 177578 SHIP TO: PLANNING c VENDOR: SOUTH RANGER CONSTRUCTION DELIVER BY SHIP VIA F.O.B. 8/31/12 CONFIRM BY CONFIRM TO CEASAR AMADOR BOB WARD FREIGHT CONTRACT NO. REQ. NO. P.O. NO.: C12115 DATE: 11/06/12 VENDOR NO. 435445 REQUISITIONED BY REQ. DATE ----------------------------------------------------------------------------- LINE QTY RCVD BIN LOCATION UOM ITEM NO. AND DESCRIPTION UNIT COST EXTENDED COST ----------------------------------------------------------------------------- 2 25270.48 EA 260 120 1.0000 25270.48 PROFESSIONAL SERVICES CONSTRUCTION LABOR AND MATERIAL TO CONSTRUCT SIDEWALK IMPROVE Acct # 01598927095160 TOTAL EXTENDED COST: 25270.48 RECEIVED BY: LEE, PEGGY RECEIVED DATE: 11/06/12 9 APPLICATION AND CERTIFICATION FOR PAYMENT PROJECT: 2012 City Wide Sidewalk RePlacement & In -fill TOTAL AMOUNT WORK DONE TO DATE: $25 270.48 ORIGINAL CONTRACT AMOUNT: $90 172.16 AMOUNT RETAINED 5% : $1 263.52 NET CHANGE BY CHANGE ORDERS: $0 PREVIOUS PAYMENTS: $0.00 REVISED CONTRACT AMOUNT: $90 172.16 TOTAL DEDUCTIONS: $1 263.52 OWNER: AMOUNT DUE CONTRACTOR: $24,006.96 City of La Porte 604 W. Fairmont Parkway LaPorte, TX 77571 CONTRACTOR: ESTIMATE NO. 1 Ranger Constructions 2114 9th St Galena Park, Texas 77547 CONTRACT DATE: 812012 WORKING DAYS TO DATE:-.90- ZO CERTIFICATE OF THE CONTRACTOR OR HIS DULY AUTHORIZED REPRESENTATIVE To the best of my knowledge, I certify that all items, quantities and prices of work and materials shown on the face of the estimate are correct; that all work has been performed and materials supplied in full accordance with the terms and conditions of the corresponding construction contractual documents between the Owner and the Contractor, all changes authorized thereto; that the foregoing is a true and correct statement and of the contract amount up to and including the last day of the period covered by this estimate and that no part of the "AMOUNT DUE CONTRACTOR" has been revised. I further certify that all just and lawful bills against the above named Contractor, for labor, material and expendable equipment employed in the performance of said contract have been paid in full accordance with the contract requirements. DATE: r o10 /a BY: TITLE: W^ c � SIGNE d SWORN be re me, a NotaryM o r the State of Texas thi day of ���•t �2f302 �p 2 PEGGY LEE BY: � My Connnlssionii3j1�6�plr� ISSION EXPIRES: February 8, ENGINEER'S CERTIFICATION FOR PAYMENT In accordance with the contract documents, based on on -site observations and the data comprising the above application, the Engineer certifies to the Owner that the quali f the ork is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT DUE C CTO BY: DATE: a&,t, z-7©q-5��o PROJECT NAME: 2012 City Wide Sidewalk Replacement and Infill PROJECT NUMBER: Bid # 12027 CONTRACTOR: Ranger Constructions DATE: Oct. 2012 Quantity Dollars Installed This Period Installed Previous Periods Total Installed To Date This Period Income Previous Periods Income Total Income To Date Item No. Est. Description of Work Qty. Unit Unit Estimated Price Value 1.0 Sidewalk Removal/Disposal 11,748 S.F. $ 0.90 $ 10,573.20 4627.2 0 4627.2 $ 4,164.48 $ - $ 4,164.48 2.0 Sidewalk Replacement 4" Thick 13,527 S.F. $ 3.48 $ 47,073.96 4422.7 0 4422.7 $ 15,391.00 $ - $ 15,391.00 3.0 1 Handicap Ramp 16 EA $ 750.00 $ 12,000.00 6 0 6 $ 4,500.00 $ - $ 4,500.00 4.0 Manhole adjustments 2 EA. $ 250.00 $ 500.00 2 0 2 $ 500.00 $ - $ 500.00 5.0 Adjust Valve Box 3 EA. $ 100.00 $ 300.00 2 0 2 $ 200.00 $ - $ 200.00 6.0 Saw Cut 76 EA. $ 5.00 $ 380.00 103 0 103 $ 515.00 $ - $ 515.00 7.0 6" Wide Sidewalk 5" thick 4,300 S.F. $ 4.50 $ 19,350.00 0 0 0 $ - $ - $ - $ 90,177.16 $ 25,270.48 $ - $ 25,270.48 PURCHASE REQUISITION NBR: 0000016215 STATUS: FUND 15 ACCOUNTS REQUISITION BY: LEE, PEGGY REASON: 2012 CITY-WIDE SIDEWALK INFILL & REPLACEMENT DATE: 4/29/13 SHIP TO LOCATION: PLANNING SUGGESTED VENDOR: 435445 SOUTH RANGER CONSTRUCTION DELIVER BY DATE: 5/02/13 LINE UNIT EXTEND NBR DESCRIPTION ------------------------------------------------------------------------------------------------------------------------------------ QUANTITY UOM COST COST VENDOR PART NUMBER 1 ADJUSTMENT FOR DIFFERENCE BETWEEN 5000.00 EA 1.0000 5000.00 ACTUAL QUANTITIES AND ESTIMATED QUANTITIES. COMMODITY: PROFESSIONAL SERVICES SUBCOMMOD: CONSTRUCTION REQUISITION TOTAL: 5000.00 ___________________________________________________--___________ _______________--___________ A C C O U N T I N F O R M A T I O N LINE N ACCOUNT PROJECT t AMOUNT 1 01598927095150 CONSTRUCTION COSTS GHN709 100.00 5000.00 CONSTRUCTION CONTRACT #5 SIDEWALK REPAIRS REQUISITION IS IN THE CURRENT FISCAL YEAR. REQUISITION COMMENTS: ADD TO PO#C12115 FREIGHT INCLUDED 5000.00 11 CITY OF LA PORTE BUDGET ADJUSTMENT FORM 2012 City Wide Sidewalk Infill and Replacement Project whole numbers only ACCOUNT PROJECT EXPLANATION AMOUNT OF NUMBER NUMBER OF TRANSFER INCREASE DECREASE FROM: TO: 01598927091100 GEN709 Additional funds for Construction Contract y; .' ;' 5,000 01598927095150 GEN709 5,000 FROM: TO: y FROM: TO: FROM: FROM: TO ,• ri�<,; FROM: TO. h vT,Y4n FROM: TO: FROM: TO: FROM: TO: x ' `:' ' `> ��,.i::r:L: FROM: TO: FROM: TO: i `rp", a �:..z2.r-r. T.—,r.^^ zuu.�,4:.�. FROM: TO: FROM: TO: r s c�nolu.=.,,,,-z FROM: FROM: TO: ravwa.-.Jaat«i.•. 5,000 5,000 DEPARTMENTALAPPROVAL Mi FINANCE APPROVAL: DATE: REVISED 8/24/98 4/26/2013 Lee Peggy From: McPhail, Reagan Sent: Thursday, April 25, 2013 4:30 PM To: Tietjens, Tim Cc: Lee, Peggy Subject: 2012 City Wide Sidewalk Infill and Replacement Program Tim, We need to request purchasing to increase the Ranger Construction PO C12115 by $5,000, this will cover the $3,335 dollar over run of the budget due to the difference between actual quantities and estimated quantities, additionally the increase will cover the remaining work on Main St. The additional funds can come from acct. 015-9892-709-1100. Reagan REQUEST FOR CITY COUNCIL AGENDA ITEM Agenda Date Requested: July 9.2012 Requested By: Tim Tietjens Department: Planning Report: X Resolution: Ordinance: Exhibits: Bidder's List Exhibits: Bid Tabulation Exhibits Replacement/Infill Locations Budget Source of Funds: Fund 015 015-9892-709-1100 Account Number:015-9892.627-1100 Amount Budgeted: '174-611 Amount Requested: S99,178 Budgeted Item: YES X NO_ SUMMARY & RECOMMENDATION This year, the two sidewalk programs were merged into a single project for bidding purposes. The scope of this project encompasses approximately 3,400 LF of sidewalk replacement, 800 LF of sidewalk infll and the construction of 16 wheelchair ramps. Out of the 19 firms that picked up bid packages, the City received 10 bid proposals. Bids were opened on June 19 with the low bid being submitted by South Ranger Construction in the amount of $90,177.16. Staff, being unfamiliar with the firm, interviewed their references and found South 'Ranger Construction qualifications acceptable. Stairs recommendation is to elver into contract to construct the 2012 City Wide Sidewalk Replacement and Infill Project with South Ranger Construction in the amount of $90,177.16 and establish a construction contingency account in the amount of $9,000. In the past, the construction contingency has been used to address additional citizen generated sidewalk concerns that arise when citizens see sidewalk reconstruction activities. Proiect Benefits. Liabilities, and Operating Costs The Sidewalk Replacement Program was initiated in 1994 to address pedestrian hazards on approximately 100 miles of City sidewalks. Over the years this project has become very popular with La Portians. In general, citizen participation accounts for the identification of 50%of the areas qualifying for replacement The Sidewalk Infll Program came into emistence in 2007 to provide a safe pedestrian neighborhood connection to schools, City facilities, and in -fill the voids within neighborhoods. Typically, new sidewalks have no impact on operating costs. Sidewalks have a life expectancy of 7-25 years pending evolution of the topography, therefore these same sidewalks may need to be replaced in the future. Action Required by Council: Consider authorizing the City Manager to enter into a construction contract with South Ranger Construction in the amount of $90,177.16 and establish a construction contingency in the amount of $9,000. Approved for City Council Agenda Corby D. Alexander, City Manager 5ate -_► PAGE: 1 R E C E I V I N G R E P O R T RECEIPT NO.: 179071 SHIP TO: PLANNING VENDOR: SOUTH RANGER CONSTRUCTION DELIVER BY SHIP VIA F.O.B. 8/31/12 CONFIRM BY CONFIRM TO CEASAR AMADOR BOB WARD FREIGHT CONTRACT NO. REQ. NO. P.O. NO.: C12115 DATE: 1/08/13 VENDOR NO. 435445 REQUISITIONED BY REQ. DATE ----------------------------------------------------------------------------- LINE QTY RCVD BIN LOCATION UOM ITEM NO. AND DESCRIPTION UNIT COST EXTENDED COST ----------------------------------------------------------------------------- 1 11505.36 EA 260 120 1.0000 11505.36 PROFESSIONAL SERVICES CONSTRUCTION LABOR AND MATERIAL TO CONSTRUCT SIDEWALK IMPROVE Acct # 01598929275150 TOTAL EXTENDED COST: 11505.36 RECEIVED BY: LEE, PEGGW ECEIVED DATE: 1/08/13 ram. APPLICATION AND CERTIFICATION FOR PAYMENT PROJECT: 2012 City Wide Sidewalk Re -Placement & In -fill TOTAL AMOUNT WORK DONE TO DATE: $64 728.80 ORIGINAL CONTRACT AMOUNT: $90 172.16 AMOUNT RETAINED 5%a : $3 236.44 NET CHANGE BY CHANGE ORDERS: $0 PREVIOUS PAYMENTS: $50 562.27 REVISED CONTRACT AMOUNT: $90 172.16 TOTAL DEDUCTIONS: $53 798.71 OWNER: AMOUNT DUE CONTRACTOR: $10,930.09 City of La Porte 604 W. Fairmont Parkway LaPorte, TX 77571 CONTRACTOR: ESTIMATE NO. 3 Ranger Constructions 2114 9th St. Galena Park, Texas 77547 CONTRACT DATE: 8/2012 WORKING DAYS TO DATE: 70 CERTIFICATE OF THE CONTRACTOR OR HIS DULY AUTHORIZED REPRESENTATIVE To the best of my knowledge, I certify that all items, quantities and prices of work and materials shown on the face of the estimate are correct; that all work has been performed and materials supplied in full accordance with the terms and conditions of the corresponding construction contractual documents between the Owner and the Contractor, all changes authorized thereto; that the foregoing is a true and correct statement and of the contract amount up to and including the last day of the period covered by this estimate and that no part of the "AMOUNT DUE CONTRACTOR" has been revised. I further certify that all just and lawful bills against the above named Contractor, for labor, material and expendable equipment employed in the performance of said contract have been paid in full accordance with the contract requirements. DATE: 9/ J BY: TITLE: !.!�/ • • IAAYIA ►ENA ot.ry ubtic, Stet. of Tex" SIGNED and SWORN before me, a NotaryPublic in and for the State of Texas thisMy commi.sion Exvire. {� day of 201 PIN, Atgtut 0], 201 J BY• 0�4N�j MY COMMISSION EXPIRES: 03, HIR ENGINEER'S CERTIFICATION FOR PAYMENT In accordance with the contract documents, based on on -site observations and the data comprising the above application, the Engineer certifies to the Owner that the quality of� Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT DUE CON WCTOR. A16 7BY: DATE: 1v �u j pis- 70 - 9.�7 5/51) I PROJECT NAME: 2012 City Wide Sidewalk Replacement and Infill PROJECT NUMBER: Bid # 12027 CONTRACTOR: Ranger Constructions DATE: Dec. 2012 Quantity Dollars Installed This Period Installed Previous Periods Total Installed To Date This Period Income Previous Periods Income Total Income To Date Item No. Est. Description of Work Qty. Unit Unit Estimated Price Value 1.0 Sidewalk Removal/Disposal 11,748 S.F. $ 0.90 $ 10.573.20 2447.2 10075.5 12522.7 $ 2,202.48 $ 9,067.95 $ 11,270.43 2.0 Sidewalk Replacement 4" Thick 13,527 S.F. $ 3.48 $ 47,073.96 2406.0 9678.3 12084.3 $ 8,372.88 $ 33.680.49 $ 42.053.37 3.0 Handicap Ramp 16 EA $ 750.00 $ 12.000.00 1 11 12 $ 750.00 $ 8,250.00 $ 9,000.00 4.0 Manhole adjustments 2 EA. $ 250.00 $ 500.00 0 5 5 $ $ 1,250.00 $ 1.250.00 5.0 Adjust Valve Box 3 EA. $ 100.00 $ 300.00 0 4 4 $ - $ 400.00 $ 400.00 6.0 Saw Cut 76 EA. $ 5.00 $ 380.00 36 115 151 $ 180.00 $ 575.00 $ 755.00 7.0 6' Wide Sidewalk 5' thick 4.300 S.F. $ 4.50 $ 19,350.00 0 0 0 $ - $ - $ - $ 90,177.16 $11,505.36 $53.223.44 $ 64,728.80 2012 SIDEWALK REPLACEMENT PROJECT PG# 1 TARGET AREAS 11912013 ADDRESS REM. PLACE WCR (SOFT) (SOFT) (EACH) MHAW. (EACH) GVAOJ. (EACH) SCUT (LF) SUB -DIVISIONS COMMENTS 4918 Parkcrest 5 6 52.6 Glen Meadows 4922 Parkcrest 176 176 4.0 Glen Meatlows SAW -CUT A ORWY. 4930 Parkcrest 16.4 164 4o Glen Meadows SAW -CUT 0 ORWY. 5006 Padcrast 15.2 15.2 44 Glen Meadmas SAW -CUT 0 DRWY, 5010 Parkcleat 45.5 46.8 Glen Meatlows BOTH SIDES OF DRWY 5017 Parkcrest 2t2 21 2 Glen Meadows Q DRM 5018 Parkcrest 16.8 188 40 Glen. Meadows SAW -CUT V ORVIY 5022 Parkcrest 404 404 40 Glen Meatlows 0 DRM 5026 Parkcrest 164 16.4 4.0 Glen Meadows SAW -CUT 0 DEWY. 5029 Parkcrest 15.6 15.6 4.0 Glen Meadows SAW-CIII 9 DRWY 5033 Parkcrest 2406 2093 1 Glen Meadows ON GLEN MEADOWS NO MH ADJ 5034 Parkcrest 255.0 226.2 1 1 4.0 Glen MaSims ON GLEN MEADOWS-MH ADJ 5101 Parkcrest 216.0 1896 1 1 Glen Meadows REVISED=MH ADJ 5106-5118 Parkcrest 3N..8 3048 12.0 Glen Meatlows THEO OEM. a 5110 5122 Parkcrest 368 368 4.0 Glen ldeadows 5202 Parkcrest 96.0 96.0 4.0 Glen Meadows 5214 Parkcrest 1020 1020 40 Glen Meatlows 5217 Parkcrest 272 272 Glen Meatlows 5225 Parkcrest 1500 150.0 Glen Meadows ON VALLEYBROOK+DRWY APRON 4909 Creekview 91.2 91.2 Glen Meadows 4934-5002 Creekview 88.0 64.0 ]D Glen Meadows S-CUT WLKWYS BACK AS PAINTED 5006 Creekview 164 164 4.0 Gen Meadnlls SLUT A OHM 5021 Creekview 1 24.0 248 GlenMeadOwb 5205 Creekviaw 5205-5213 Creekvkw 16.8 16.8 343.2 3432 4.0 5214 Creekview 4f s'.i ON FARRIKGTONI SAG 56.0 60 Glen Meadows 5013 Mead..at 1 71.2 7t2 40 5025 Meatlowcast 244 244 Glen Meadows rCt DRWY 5021 Meadownrest 564 564 Glen Meadwrs 5202 Meadnwcresl 1 31211 31 211 80 Glen Meadows 5-CUT BOTH SIDES DRWY 5205-5209 Meadowcres[ 1 13241 1324 111 Glen Meadows 5117 Rid ecrest 1 392 392 Glen Meadows I X43 Mes,I 32.0 32.0 FmMEaffi £DR:W" logiomese,um 16.0 16.0 4.0 F'mMEaM 10912 Mes,uile 160 16.0 4.0 Fmnt East _ IM24 Me u8e ISO 16.0 4.0 FmM East _ 10921 Colhnasaood 32.0 32.0 B.0 Front East 10922-10918 Collin sw00d 150.4 150A Pmnl East 10926-10928 Collin swood 460 46.0 40 Fmnl East 10922 Collins d 48.0 48.0 4.0 FmM East SAWCUT a OEM I M32 Collings d M.0 44.0 4.0 Plant East 10943 colhnnawood 31.6 31.8 Fmnt Beal 11001 Colli swoon "A 94.8 1 ETTA Beat GVAQIa COR. OF DRIFTWOOD 10835multen, 15.0 16.0 4.0 Fmtrt Earl I a Dam. 1W. munaerr, 16.0 16.0 4.0 Fmnt Fast I DRWY. TO DRWY. 1Can -10820 Mu1 $2.0 32.o Fmnt East 1 2012 SIDEWALK REPLACEMENT PROJECT PG# 2 TARGET AREAS IIWZD13 ADDRESS REM. PLACE WCR SOFTI ISO EACH MHADJ. EACH GVADJ. EACH S-CUT LF SUB -DIVISIONS COMMENTS 10935NneaVpO CL 1 1501 Mol I I FmM East 1 0 DRWY. 10931 Nnawme CC 1 180 16.0 Flm East 0 DRWY. 3825 Pecan CkOb LY1 708 70.0 P.M East SWM Raul 1-ciseit 71340881 10019 Pecen Drive1 16.01 16.01 1 1 1 4.01 Fmnt East 10822-10824 S ce Sou 78.8 78.8 F'mnt East 10943 S NONh I 88 0 56.0 F'mnt East 10816 5.0 5.0 I Fmnt East I re,FsirSV&� 3009Oak W Ws CirtJa 105.5 105.E F'mmt East 10431 Gatlew 1312 1312 F'rOM GaWtil U31 Roseber, 24.5 24.8 4.0 Fmnt West SAW -CUT 0 DRWY. 10126 WaIding Trail 360.8 3256 1 F'mnt West 1012T-10119 winding Trail notso Ce 9516 8744 2 F'mnt West 2 WCRe IT SEE PAINTEDAREAv .D :.Tn; 314 JOah Way .FmMWeM. 5 cer Lano,n 108.4 1084 1 110 - 114 Steen., Lsntsnq West 80.0 800 Seace, LanOln BOTH DRWYS. 105015 ncer Landing Entrance 1520 152.0 Seance, 1-andino 0 ENTRANCE TO SUB-DN. 409 W. Fairmont Pk" (OrRell, Au Pe6a 0.0 59.6 T- Uls AT S.E. CON. 4TH 6 FAIRMONT S00 Be, Post Office Center in front INS 126.8 T�UP "S°CURVE AT CENTER -POST OFFICE BOOB&. Post Office At BM St M0 00 1 TO S.E. COR, Is" B FMNT-POST OFFICE ID26 W. Fairmont P Bb W$ 40.0 0.0 1 T-01P KW. CM STH 6 FAIRMONT PKWY. S.W. Cer LCR 6 w. FoamOnl Pk 0.0 880 TO AT BRIDGE TO HIKE 6 BIKE 1105 S. Bro wa On E. Fairmont Pk 1137-1201 Can onS On s 1018 River Cfaek 9320-9321 Mohawk 9305-9309 Mohawk 93U Mohawk 9229-9305 MohevM 9300-9228 Mohawk 9229 Mohawk 9209 Mohawk ON STUART 3806-3818 SWua 9208Mehan ON STUART amlBanon 910 Hackemm WA 1 85.6 658 1587 1104 1 580 58.0 113.2 113.2 73.6 736 242E 2428 2208.220a 1192 119.2 599.2 5992 4804 4804 3008 3008 420 420 1 t 1 40 T- Creekmmt Craskm0nt Pecan Crossln Pecan Crossln Pecan CroFam Pecan Crossln Pecan C.s.,ng Pecan Crossln Pecan Cross. Pecan Crossim Peron C..nq 1 P¢Can Crossi Shady Riven W. OF TEXAS BEHIND JACKS DRWY TO DRWY, A DRWY 0 OHM 9D ORWY. 6 DRWV TO DRWY PANE DRWY ON STUART ST. _ BTWN ALL DRWYS. - ON STUART ST DRWY. 114.4 144.4 3324 Sanetlat 1400.0 Brook Glen At Cibe Perk 930T 1 7M.01 1 1 1 1 Brook Olen I On. twdeclfttttrok(vecantIcto 32311 SaroMn W.0 B.k Or- mffl. Contaelt t SkevaM 281-7388290 2012 SIDEWALK REPLACEMENT PROJECT PG# 3 ADDITIONALTARGET AREAS 1/9/2013 ADDRESS REM. PLACE WCR SO (SOFT) EACH MHADJ. EACH GV ADJ. FACH) SCUT LF SUB -DIVISIONS COMMENTS 10022AMnm 52.0 52.0 Print West MSrrENLEFTOPENTCOLONGACOSFND&I`OJR 10521 For Caur, 4928Gbtt 9MFOt - _ 22.8 22.8 ___ .. m Fmnt East 1 EO'M . SPA'W M MH, E 0 DRWY. WON .._ ,.N1 -_.11 493D Glen Park D, SEA 684 1 Glen Maadows 49304942 Glen Park Or. 106.8 1068 1 Glen Wed.. DRVVI TO DRWY.MHADJ. 51M Gkn Park Dr 1004 1004 Glen Meadows 5201 Gbn Park Dr 204 704 SO Glen Meadows IN FRONT 80N VALLEYBRO0K2 5206 Glen Park Or. see ",a Glen Maadmas PATCH SMALL MISSING CHUNK a ORVN 5210-5214 Glen Pad Or 125.2 125.2 Glen Meadows DRWY. TO DRWY. 5214.5218 Glen Park Dr. 1756 966 Glen Meadows OEM, TO DRWY 52185212 Glen Perk Or. 170A 170.4 Glen Meadows MHADJUST 5222 Glen Park Or. 16.0 16.0 40. Glen Meadows W. OF DRWY. 5217 Glen Pan, Or 616 61.6 401 Glen Meadows BOTH SIDES OF OHM 5243 Glen Park Or 436 436 40 Glen Meadows BOTH SIDES OF DRWY 5221 Glen Pad. Dr 1352 1352 40 Glen Meadows BOTH SIDES OF DRWY 5226 Glen Pad Or 400 400 4.0 Glen Meadows BOTH SIDES OF DRWY 5225 Glen Pad Or 852 86.2 Dien Meadows 5230 Glen Park Or. 424 424 Glen Meatlows W SIDE DRWY. 5234 Glen Park Or 18.0 160 4.0 Glen Meadows E. SIDE DRWY. 5235 Glen Park Dr 388 388 Glen Meatlows W. SIDE OF DRWY. 5242 Glen Park Or. 208 20.8 Glen Meadows ESIDE OF DRWY. 1113 RxIePar, Dr 160 160 40 Glen lAaddOwa S. SIDE DRWY. 5233-5237 Ride crest Or 820 820 4.0 Glen Meadows 52M Ridge"Crain Dr. 1692 169.2 Glen lAeadows 5230 Ridge Crest Dr. 1044 104.4 Glen Meadows BOTH SIDES OF DRWY 5226 Ride Crest Or. 696 595 Glen Meadows BOTH SIDES OF DRWY 5222 Rid . Crest Dr 15A 164 4.0 Glen Meedows W. SIDE DRWY 5218 Ride Crest Dr. 152 152 Gkn Meadows E. SIDE OHM 5221-5225 Ride Crest Or 175.2 17E2 Glen Meadows DRWY TO DRWY SV2 5229 Rida Crest Or. 1376 1376 Glen Meadows 1210 - Cmal IN 1380 1380 Glen Meade 5206 Rk1g, Crest D, 308 30 ol Glen Meatlows ESIDE OHM 5125 Rldfoa Crest Or, Boo 8001 1 Glen Meadows W. SIDE DRWY. 5121 A1tl aCmat Dr. 1096 10981 1 Glen Mend., 1117 Few ValleDr. 604 8041 1 Glen Meatlows 1106-1110Gbn6a Dour, 1256 1756 Glen Meadows A IdASQEVERSE GRADE IN MIDDLE 'REPIACEID4a BE GlenOo Coca 320 320 Glen Meadows N. SIDE DEW .1 ies Gbn CWrt -'Gbn Caun N.W. Cor. M Ne Creek 8 S nceI H 1152 N52 1528 Nib 1 852 852 A212m Glen Meatlows Glen Meadows oreekmont NO MH ADJUST R. ARCHWAY BGLEN BAY CT )aim N.OF MH SLAB N W CDR INTERX E. aids 5.2M SI: W/A' St, N.Io OM o HM 8J8.0 1225.E 0 18.0 T-O-LP REMOVE OLD SNJ - S SAIVAT B.O.0 E. aide N. BM SL - EI Tomb Polk St. 0.0 12t0.5 1 1 T4LP FROM ASPHALT PARKING LOT TO POLK 2012 SIDEWALK REPLACEMENT PROJECT PG# 1 4th PAYMENT FOR FEBRUARY 3/15/2013 ADDRESS REM. (SOFT) PLACE (SOFT) WCR (EACH) MH ADJ. (EACH) GV ADJ. (EACH) S-CUT (LF) SUB -DIVISIONS COMMENTS 4901 Meadowcrest ON FARRINGTON 70.8 70.8 12.0 Glen Meadows SCUT BOTH SIDES DRwe. ON FARRINGTON 10843 Mesquite 38.0 38.0 1East a DRWY. 10910 Mesquite 28.0 28.0 F'mnt East 10912 Mesquite 16.0 16.0 4.0 F'mnt East 10924 Mesquite 28.0 28.0 F'mnt East 10921 Collingswood 30.0 30.0 8.0 F'mnt East 10922 - 10918 Collingswood 118A 118A F'mnt East 10926 - 10928 Collingswood 58.4 58.4 4.0 F'mnt East 10927 Collin swood 61.2 61.2 4.0 F'mnt East SAW -CUT 0 DRWY. 10932 Collingswood 10943 Collingswood 28.4 30.8 28.4 30.8 1 East F'mnt East 11001 Collingswood 93.6 93.6 1 F'mnt East GV ADJ a COR. OF DRIFTWOOD 10835 Mulberry 16.8 16.8 4.0 F'mnt East DI 10828 Mulberry 28.0 28.0 F'mnt East DRWY. TO DRWY. 10817 - 10820 Mulberry 34.0 34.0 F runt East 10935 Pinewood Ct. 32.0 32.0 F'mnt East DR VI 10931 Pinewood Ct. 32.0 32.0 F'mnt East CW DRWY. 3825 Pecan Circle Ct 72.0 72.0 F'mnt East SAW thru D Raul Lopez 713-408-6167 10819 Pecan Drive 16.01 16.0 1 4,0 F'mnt East 10822-10824 Spruce South 105,21 105.2 F'mnt East 10943 Spruce, North 66.4 66.4 F'mot East 10846 Dogwood 5.0 5.0 F'mnt East repair 6 LF of curb 3809 Oak Wilde Circle 105.6 105.6 F'mnt East 9320 - 9321 Mohawk 58.0 58.0 Pecan Crossing DRWY. TO DRWY. 9305-9309 Mohawk 113.2 113.2 1 Pecan Crossing 9304 Mohawk 73.6 73.6 Pecan Crossing DRWY, 9229-9305 Mohawk 242.8 242.8 Pecan Crossing DRWY. 9300 - 9228 Mohawk 220.8 2204, Pecan Crossing DRWY. & DRWY. TO DRWY. + PANEL 9229 Mohawk 119.2 119.2 Pecan Crossing DRWY. 10426 Rustic Rock 52.0 52.0 F'mnt Central 10022 Antrim 48.8 48.8 F'mnt West N.W. Cor. Myrtle Creek & Spencer Hwy. 86.01 85.01 1 1 Creekmont N. OF MH SLAB @ N.W. COR. INTERX ail Z tm.4 2129.01 2126.E D 1 0 1 2 40.0 0.90 $3.48 750.00 s250.00 100.00 5.00 1,916A0 $7,407.53 $0.00 .001 $200.001 $ 00.00 SUB -TOTAL ADDITIONAL 5% RETAINAGE 9,723.6 1 S486.18 ,237.45 AFTER 5% RETAINAGE 0IL S 9 15-13-> j tI a" if �5 WNRr �� f p gE * Cw K- 2012 SIDEWALK REPLACEMENT PROJECT PG# 1 TARGET AREAS 1/912013 ADDRESS REM. (SQFT) PLACE (SQFT) WCR (EACH) MHADJ. (EACH) GVADJ. (EACH) SCUT (LF) SUB -DIVISIONS COMMENTS 4914 Parkcrest 4918 Parkcrest 4922 Parkcrest 4Jl -', 4.0- `- '�- '- SAW -CUT @ DRWY. 4930 Parkcrest - 16.4 16.4 4.0 Glen Meadows SAW -CUT @ DRWY. 5006 Parkcrest 15.2 15.2 4.D Glen Meadows SAW -CUT 0 DRWY. 5010 Parkcrest ASS 46.8 Glen Meadows BOTH SIDES OF DRWY. 5017 Parkcrest 21.2 21.2 Glen Meadows ii DRWY. 5018 Parkcrest 16.8 16.8 4.0 Glen Meadows SAW -CUT a DRWY. 5022 Parkcrest 404 40A 401 Glen Meadows Q DRWY. 5026 Parkcrest 16 4 16.4 4.0 Glen Meadows SAW -CUT @ DRWY. 5029 Parkcrest 15.6 15.6 4.0 Glen Meadows SAW -CUT a DRWY. 5033 Parkcrest 240.6 2093. 1 Glen Meadows ON GLEN MEADOWS -NO MH ADJ 5034 Parkcrest 255.0 2262 1 1 4.0 Glen Meadows ON GLEN MEADOWS -MH ADJ 5101 Parkcrest 216.0 189.E 1 1 Glen Meadows REVISED= MH ADJ 5106-5118 Parkcrest 304.8 304.8 12.0 Glen Meadows THRU DRWY. 5110 5122 Parkcrest 36.8 36.8 4.0 Glen Meadows 5202 Parkcrest 96.0 96.0 4.0 Glen Meadows 5214 Parkcrest 10201 102,0 4.0 Glen Meadows 5217 Parkcrest 27.2 27.2 Glen Meadows 5226 Parkcrest 150.0 1509 Glen Meadows ON VALLEYBROOK+DRWY APRON 4909 Creekview 912 912 Glen Meadows 4934-5002 Creekview 88.0 64.0 7.0 Glen Meadows S-CUT WLKWYS BACK AS PAINTED 5006 Creekview 16.4 164 4.0 Glen Meadows S-CUT a DRWY. 5021 Creekview 24.8 24.8 - - Glen Meadows 5206 Creekview 16.8 16.8 4.0 Glen Meadows REMOVE BROKEN GONG. FROM DRWY. 5205-5213 Creekview, 343.2 343.2 Glen Meadows 5214 Creekview 56.0 560 8.0 Glen Meadows SAW CUT Q DRWY. 4901 MeadOWcrest(ON FARRINGTON) 70.8 708 12.0 Glen Meadows saursOTHS DES DBwr. Om=FnauGTOn Meadowcrest 7121 71 2 4.0 Glen Meadows S-CUT BOTH SIDES DRWY. eadowcrest 244 24.4 Glen Meadows DRWY. eadowcrest eadowcrest 09 Meadoworesl 56.4 31.2 1324 56A 31.2 132.4 Sol Glen Meadows Glen Meadows Glen Meadows 5-CUT BOTH SIDES DRWY. 'd ecrest 1d ecrest lenvalley 39.2 27.2 22.0 39.2 27.2 22.0 Glen Meadows Glen Meadows Glen Meadows -Glenvalley 232 23.2 Glen Meadows 10843 Mesquite 38 0 38.D F'mnt East @ DRWY. 10910 Mesquite 28.0 28.0 F'mnt East 10912 Mesquite 16.0 16.0 4.0 F'mnt East 10924 Mesquite 28.0 28.0 F'mnt East 10921 Collingswood 30.0 30.0 8.0 F'mnt East 10922 - 10918 Collingswood 118.4 118.4 F'mnt East 10926 - 10928 Collingswood 58.4 58.4 4.0 F'mnt East 10927 Collingswood 61.2 61.2 4.0 F'mnt East SAW -CUT @ DRWY. 10932 Collingswood 10943 Collingswood 28.4 30.8 284 30.8 F'mnt East Rrnnt East 11001 Collin swood 93.6 93.6 1 F'mnt East GVADJ COR. OF DRIFTWOOD 10835 Mulber 16.8 16.8 4,0 F'mnt East DRWY. 10828 Mulber 28.0 28.0 F'mnt East DRWY. TO DRWY. 1OB17 - 10820 Mulberry 34.0 34.0 l East ;/(yAs_uw 2012 SIDEWALK REPLACEMENT PROJECT PG# 2 ✓. TARGET AREAS 11912013 ADDRESS REM. (SOFT) PLACE (SOFT) WCR (EACH) MHADJ. (EACH) GVADJ. (EACH) S-CUT I (LF) SUB -DIVISIONS COMMENTS 10935 Pinewood Ct. 32.0 32.0 Front East F'mnt East0 DRWY. DRWY. 10931 Pinewood Ct. 32.0 32.0 3825 Pecan Circle Cl 72.0 72.0 F'mnt East S thru D Raul Lopez 713-408-6167 10819 Pecan Drive 16.0 16,0 4.0 F'mnt East 10822-10824 Spruce South 105.2 105.2 F'mnt East 10943 Spruce North 66A 66A Faint East 10846 Dogwood 5,0 5.0 F'mnt East repair 6 LF of curb 3809 Oak Wilde Circle 105.6 105.E F'mnt East 10443 Catlett 144.4 144.4 F'mnt Central 10442 Catlett 401.8 366.8 1 8.0 F'mnt Central Not to remove two spots in front /add curb 10439 Catlett 180.6 145.6 1 1 Pmnl Central 10403 Carlow 616.0 592.0 1 1 F'mnt Central 10431 Carlow 131.2 1312 F'mnt Central 3431 Roseborry 24.8 24.8 4.0 F'ni West SAW -CUT Q DRWY, 10126 Winding Trail 360.8 325.6 1 F'mnt West 10127-10119 Winding Trail (10130 Carlow) 951.6 8744 2 F'mnt West Z WCRs"B"(SEE PAINTED AREA 10115 Quiet Hill (Drwy. To Drwy 256.0 2560 F'mnt West ^Cof. Carlow &Aedarm :�_ ..- . , . .,., . " 314 Josh Way 108.4 108.4 1 Spencer Landing 110 -114 Spencer Landing West 80.0 B0.0 Spender Landing BOTH DRWYS. 10501 Spencer Landing Entrance 152.0 152.0 Spender Landing ENTRANCE TO SUB-DIV. 409 W. Fairmont Pkivy. (O'Reilly Auto Parts) 0.0 59.6 T-O-LP AT S.E. COR. 4TH & FAIRMONT 00 Bilk.(Po s[ Office Center in front 126.8 126.8 T-O-LP "S" CURVE AT CENTER - POST OFFICE 800 BIk. Post OfficeAt 8th St. 34.0 0.0 1 T-O-LP S.E. COR. 8TH & F'MNT - POST OFFICE 1026 W. Fairmont Pk Blondie's 40.0 0.0 1 T-O-LP N.W. COR. 8TH & FAIRMONT PKWY. .W. Cor. LCB & W. Fairmont Pl 0.0 880 T-O-LP AT BRIDGE TO HIKE & BIKE 1105 S. Broadway On E. Fairmont P 36.0 ..-62:4 85.6 1 1 4.0 T-O-LP C' Creekmont W. OF TEXAS, BEHIND JACK'S ' 11371201 Canyon Springs 85 6 1018 River Creek>. 158.7 110-4 1 1 Creekmont 9320-9321 Mohawk 58.0 58.0 Pecan GrossingDRWY. TO DRWY. 9305-9309 Mohawk 113.2 113.2 1 Pecan Crossing 9304 Mohawk 73.6 736 Pecan CrossingDRWY. 9229-9305 Mohawk 242.8 242.8 Pecan CrossingDRWY. 9300-9228 Mohawk 220.E 2204 mr 1 Pecan Crossing DRWY.&DRWY. TO DRWY.+PANEL 9229 Mohawk 119.21 119.2 Pecan Crossing C DRWY. 9209 Mohawk (ON STUART) 1 599,21 599.2 Pecan Crossing Pecan Crossing ON STUART ST. BTWN ALL DRWYS. 3806 - 3818 Stuart 1 480,41 480.4 9208 Mahan ON STUART 300,81 300S Pecan Crossing ON STUART ST. 9201 Barton , -_. 42.0 420 Pecan Crossing DRWY. 910 Hackberry 114.4 114.4 Shady Rivers 33" 323 M 4926 Parkcr"esP "' 24,0 700.0 80.0 240 "' _ Brook Glen Brook Glen 'Glen Meadows On west side of the street vacant lot Contact Brian Stevens 281-736-8290 DAVID TOMPKINS=REQUEST ✓ ' 5102 Parkcrest t6.0 1&0 4.0 Glen Meadows DRWY. 10426 Rustic Rock 52.0 52.0 F'mnt Central 8703 Orchard 78,81 78.8 Brook Glen Joseph Messina 281-660-2478 2012 SIDEWALK REPLACEMENT PROJECT PG# 3 ADDITIONALTARGET AREAS 1/9/2013 ADDRESS REM. (SOFT) PLACE (SOFT) WCR (EACH) MHADJ. (EACH) GVADJ. (EACH) SCUT (LF) SUB -DIVISIONS COMMENTS 10022 Antrim 48.8 48B F'mnt West _ SAN W. of MH. E of DRWY. 10521 Eagle Fort Court 22.6 22.8 Fnmt East 4914-4918 Glen Park Dr. 160.0 160.0 Glen Meadows 1`TO DRWY. 4949 Glen Park Dr. 144A 1444 Glen Meadows 4923 Glen Park Dr. 35.2 35.2 Glen Meadows 4930 Glen Park Dr. 68.4 68A Glen Meadows 4938-4942 Glen Park Or. 106.8 106.8 1 Glen Meadows DRWY. TO DRWY (MH ADJ.) 5106 Glen Park Dr. 1004 1004 Glen Meadows 5201 Glen Park Dr. 704 70A 8.0 Glen Meadows IN FRONT & ON VALLEYBROOK 12F 5206 Glen Park Dr. 56.8 58.8 Glen Meadows PATCH SMALL MISSING CHUNK a DRWY 5210-5214 Glen Park Dr. 175.2 175.2 Glen Meadows DRWY. TO DRWY. 5214-5218 Glen Park Dr 1756 175.6 Glen Meadows DRWY. TO DRWY. 5218-5222 Glen Park Or. 1704 170A 1 Glen Meadows MH ADJUST 5222 Glen Park Dr. 16.0 160 4.0 Glen Meadows W, OF DRWY. 5217 Glen Park Or. 61.6 61.6 4.0 Glen Meadows BOTH SIDES OF DRWY. 5213 Glen Park Or. 43.6 43.6 4.0 Glen Meadows BOTH SIDES OF DRWY. 5221 Glen Park Dr. 135.2 135.2 4,0 Glen Meadows BOTH SIDES OF DRWY. 5226 Glen Park Dr. 40.0 40.0 4.0 Glen Meadows BOTH SIDES OF DRWY. 5225 Glen Park Or. 85.2 85.2 Glen Meadows 5230 Glen Park Or. 424 424 Glen Meadows W. SIDE DRWY. 5234 Glen Park Dr. 16.0 16.0 4.0 Glen Meadows E; SIDE DRWY. 5238 Glen Park Dr. 38.8 38,8 Glen Meadows W. SIDE OF DRWY. 5242 Glen Park Or. 20.8 20 8 Glen Meadows E. SIDE OF DRWY. 1143 Ride Park Dr. 160 16.0 4.0 Glen Meadows S. SIDE DRWY 5233-5237 Ritl e Crest Dr. 820 82.0 4 O Glen Meadows 5234 Ridge Crest Dr. 169.2 169.2 Glen Meadows 5230 Ridge Crest Dr. 104A 1044 Glen Meadows BOTH SIDES OF DRWY. 5226 Ridge Crest Or. 69.6 69.6 Glen Meadows BOTH SIDES OF DRWY. 5222 Ridge Crest Dr. 164 164 4.0 Glen Meadows W. SIDE DRWY. 5218 Place Crest Dr. 15.2 15.2 Glen Meadows E. SIDE DRWY. 5221-5225 Ridge Crest Dr, 175.2 175.2 Glen Meadows DRWY. TO DRWY. 5225-5229 Ridge Crest Or. 137.6 137.6 Glen Meadows 5210 Ridge Crest Dr. 138.0 138.0 Glen Meadows 5206 Ridge Crest Dr. 30.8 30.8 Glen Meadows E. SIDE DRWY, 5125 Ridge Crest Or. - 80,0 800 Glen Meadows W. SIDE DRWY. 5121 Ridge Crest Or. 109.6 109.6 Glen Meadows 1117 Ridge Valley Dr. 80.4 80.4 Glen Meadows 1106-1110 Glen Bay Court 176.6 175.6 Glen Meadows $c... - 1105 Glen Bay Court 32.0 32.0 Glen Meadows N. SIDE DRWY. 1101-1105 Glen Bay Court 115.2 115.2 Glen Meadows NO MH ADJUST 1101 Glen Bay Court 152-8 111.6 1 Glen Meadows N. W. COR. ARCHWAY & GLEN BAY CT. 141-Til5 Glen Ba Court 134.0 134.0 Glen Meadows DRWY. TO DRWY. NO MH ADJUST N.W. Cor. Myrtle Creek & Spencer Hwy A6 86.0 86.0 Creekmont N. OF MH SLAB @ N.W. COR. INTERX side S. 2nd St. W "A" St- N- to Oid City Hall 878.0 1225.8 0 N760.501 T-O-LP REMOVE OLD SlN - 5 SW AT B.O.O E. side N. 6th St. - El Toro to Polk St. 0.0 1210.5 1 T-O-LP FROM ASPHALT PARKING LOT TO POLK 5121 Glen View Court 274.0 2740 121.1 121A Pecan CrossingBOTH Glen Meatlows SIDES OF.DRWW N. & PART OF DRWY. & S.E. OF DRWY. CB Park btween ball fieltls 1523.0 1523.0 T-O-LP 10' WIDE CONC. PATH 302 W. Main Street (next to EI Ranchero) 0.0 43.1 T-O-LP CONC. PATH WORK IN TWO LOCATIONS INSPECTFD, NOT READYREADY COMPLETE E2 PLACE ®PAID 3-15-13 INSPECTED, R, EAADYOTO POURnON CONCRETE POURED J!TFORMED. 11-1 =PAIDD 1 1-122 17815.81 19796.01 16.01 289.5 5.01 7.01 wgul $3.451 $TbU.UUI $250.1JUl $100.00 $5.00 E16,GU.22E68,89.oe E12,".00 $100,321.80 SUB -TOTAL With ADDITIONAL $1.2W.Mi 1 $90,172A6 CONTRACT AMOUNT $99,177.16 ONTRACT W/CONTINGENCY $100.00 ADDITIONAL DIRT ADDITIONAL GRASS SOD $350.00 41,594.64 1 AMOUNT LEFT TO SPEND �q1 CONCRETE RAISING PROJECT - 2013 SIDEWALK PROJECT PG# 1 TARGET AREAS 2/21/2013 ADDRESS LINEAR FOOT SQUARE FOOT GRINDING SUB -DIVISIONS COMMENTS 1403 Mission Drive 4.0 16.0 Monument Estates S. side D 1303-1223 Mission Drive 150.0 600.0 Monument Estates S/W & D 1215-1211 Mission Drive 115.0 460.0 Monument Estates Thru Both Drwys. 1203 Mission Drive 6.0 24.0 Monument Estates S/W Slanted, Sub -Sided & Separated 11743 Alamo Drive 6.0 24.0 Monument Estates S/W Slanted, Sub -Sided & Separated 11739 Alamo Drive 6.0 24.0 Monument Estates S/W Slanted, Sub -Sided & Separated 11738-11743 Alamo Drive 12.0 48.0 Monument Estates S/W Slanted, Sub -Sided & Separated 11714 Alamo Drive 4.0 16.0 Monument Estates S/W Slanted, Sub -Sided & Separated 11707 Alamo Drive 10.0 40.0 Monument Estates S/W Slanted, Sub -Sided & Separated 1214 Travis Drive 27.0 108.0 Monument Estates S/W Slanted, Sub -Sided & Separated 11703 Bexar Drive 35.0 140.0 Monument Estates Slanted 11707-11711 Bexar Drive 50.0 200.0 Monument Estates & D 11715 Bexar Drive 20.0 80.0 Monument Estates D 11718 Bexar Drive 47.0 188.0 Monument Estates S/W & D 11719 Bexar Drive 24.0 96.0 Monument Estates S/W & D 11722 Bexar Drive 25.0 100.0 Monument Estates D 11727 Bexar Drive 30.0 120.0 Monument Estates S/W Slanted, Sub -Sided & Separated 11730 Bexar Drive 28.0 112.0 Monument Estates D 11731 Bexar Drive 18.0 72.0 Monument Estates At D 11715 Bowie Drive 12.0 48.0 Monument Estates At D 11703 Bowie Drive 30.0 120.0 Monument Estates At D 11710 Bowie Drive 20.0 80.0 Monument Estates At D 1602 Meadow Park Drive 10.0 40.0 1 Brook Meadows At D 1604 Meadow Park Drive 20.0 80.0 Brook Meadows Slanted 9901-9903 Brook View Drive 15.0 60.0 Brook Meadows Sub -Sided 1603 Brook Meadows Drive 6.0 24.0 Brook Meadows At D 1601-1517 Brook View Drive 70.0 280.0 Brook Meadows Slanted, Separated & D 1515 Brook Meadows Drive 6.0 24.0 Brook Meadows At D 1509 Brook Meadows Drive 40.0 160.0 Brook Meadows S/W Slanted, Sub -Sided & Separated 9806 Green Meadows Drive 10.0 40.0 Brook Meadows D 9804 Brook Side Drive 40.0 160.0 Brook Meadows Slanted & Separated 9804-9806 Brook Side Drive 60.0 240.0 Brook Meadows Slanted 9807 Brook Side Drive 10.0 40.0 Brook Meadows Se arated @ D 9908 Brook Side Drive 20.0 80.0 Brook Meadows Slanted @ WCR 11002 Spruce North Drive 22.0 88.0 Fairmont East WCR 10906 Idlewood Drive 20.0 80.0 Fairmont East S/W & DRWY. 10907 Idlewood Drive 6.0 24.0 Fairmont East DRWY. PANEL CONCRETE RAISING PROJECT - 2013 SIDEWALK PROJECT PG# 2 TARGET AREAS 1 212112013 ADDRESS LINEAR FOOT SQUARE FOOT GRINDING SUB -DIVISIONS COMMENTS 10911 Idlewood Drive 6.0 24.0 Fairmont East W. OF DRWY. 10902 Idlewood Drive 20.0 80.0 Fairmont East E. OF DR. & DRWY. 10847 Idlewood Drive 20.0 80.0 Fairmont East SUB -SIDED 10847-10843 Idlewood Drive 100.0 400.0 Fairmont East SUB -SIDED & THRU DRWYS. 10843 Idlewood Drive 70.0 280.0 Fairmont East W. OF DRWY, SUB -SIDED 10833 Idlewood Drive 30.0 120.0 Fairmont East E. OF DR. & DRWY. 10831 Idlewood Drive 30.0 120.0 Fairmont East E. OF DR. & DRWY. 10825 Idlewood Drive 35.0 140.0 Fairmont East E. OF DR. & DRWY. 10828 Idlewood Drive 6.0 24.0 Fairmont East SUB -SIDED 10817-10822 Idlewood Drive 80.0 320.0 Fairmont East SUB -SIDED 10828 Mulberry Drive 40.0 160.0 Fairmont East SUB -SIDED 10830-10832 Mulberry Drive 30.0 120.0 Fairmont East SUB -SIDED 10833 Mulberry Drive 10.0 40.0 Fairmont East SUB -SIDED 10840 Mulberry Drive 8.0 32.0 Fairmont East SUB -SIDED 10837 Mulberry Drive 6.0 24.0 Fairmont East SUB -SIDED 10844 Mulberry Drive 6.0 24.0 Fairmont East SUB -SIDED 10846 Mulberry Drive 20.0 80.0 Fairmont East S/W & DRWY. 10843 Mulberry Drive 30.0 120.0 Fairmont East S/W & DRWY. 10484 Mulberry Drive 10.0 40.0 Fairmont East S/W & DRWY. 10914 Mulberry Drive 12.0 48.0 Fairmont East SUB -SIDED 10916 Mulberry Drive 40.0 160.0 Fairmont East SUB -SIDED 10918 Mulberry Drive 30.0 120.0 Fairmont East SUB -SIDED 10919 Mulberry Drive 10.0 40.0 1 Fairmont East SUB -SIDED 3803 -3805 East Redbud Drive 12.0 48.0 Fairmont East SUB -SIDED 3821 East Redbud Drive 4.0 16.0 Fairmont East SUB -SIDED 3801 Aspen Drive 15.0 60.0 Fairmont East S. OF DRWY. & S/W 10921 Pecan Drive 10.0 40.0 Fairmont East SUB -SIDED 3823 Yo on Drive 20.0 80.0 Fairmont East SUB -SIDED 3825 Yo on Drive 6.0 24.0 Fairmont East SUB -SIDED 3816 Cottonwood Drive 12.0 48.0 Fairmont East SUB -SIDED 3806-3804 Cottonwood Drive 20.0 80.0 Fairmont East SUB -SIDED 3804-3802 Cottonwood Drive 10.0 40.0 Fairmont East SUB -SIDED 3802 Cottonwood Drive 6.0 24.0 Fairmont East @ CORNER 10821 Pecan Drive 10.0 40.0 Fairmont East S/W & DRWY. 10819 Pecan Drive 10.0 40.0 Fairmont East W. OF DRWY. 10803 Pecan Drive 10.0 40.0 Fairmont East BOTH SIDES DRWY. 10801 Pecan Drive 20.0 80.0 Fairmont East W. OF DRWY. CONCRETE RAISING PROJECT - 2013 SIDEWALK PROJECT PG# 3 TARGET AREAS 21211201 3 ADDRESS LINEAR FOOT SQUARE FOOT GRINDING SUB -DIVISIONS COMMENTS 3849 Pecan Circle 10.0 40.0 Fairmont East N. OF DRWY. 3847 Pecan Circle 25.0 100.0 Fairmont East ACROSS THE STREET 3829 Pecan Circle 6.0 24.0 Fairmont East W. OF DRWY. 3821 Pecan Circle 6.0 24.0 Fairmont East E.OF DRWY. 3819 Pecan Circle 15.0 60.0 Fairmont East BETWEEN DRWYS. 3812 Pecan Circle 6.0 24.0 Fairmont East S. OF DRWY. & S/W 3809-3811 Pecan Circle 20.0 80.0 Fairmont East BETWEEN DRWYS. 3803 Pecan Circle 6.0 24.0 Fairmont East N. OF DRWY. 3801 Pecan Circle 10.0 40.0 Fairmont East S. OF DRWY. 3814 Teakwood Drive East 10.0 40.0 Fairmont East N. OF DRWY. 3816 Teakwood Drive East 16.0 64.0 Fairmont East N. OF DRWY. & @ COR. 3825 Teakwood Drive East 10.0 40.0 Fairmont East ACROSS THE STREET 3839 Teakwood Drive West 20.0 80.0 Fairmont East N. OF DRWY. 3846 Teakwood Drive West 12.0 48.0 Fairmont East N. OF DRWY. 3848 Teakwood Drive West 8.0 32.0 Fairmont East S. OF DRWY. 3849 Teakwood Drive West 8.0 32.0 Fairmont East N. OF DRWY. 10943 Birch Drive 20.0 80.0 Fairmont East ACROSS THE ST. S.W. COR. INTERX 10943 Birch Drive 12.0 48.0 Fairmont East @WCR ON N.W. COR. INTERX 10938 Rosewood Drive 30.0 120.0 Fairmont East @ WCR ON S.W. COR. OF INTERX 10939 Pinewood Court 20.0 80.0 Fairmont East @WCR ON N.W. COR. INTERX 10939 Pinewood Court 18.0 72.0 Fairmont East ON DRIFTWOOD/SUB-SIDED 11001 Graywood Court 25.0 100.0 Fairmont East SUB -SIDED AROUND MH IN FRONT 11002 Thornwood Court 25.0 100.0 Fairmont East @ WCR & S/W WEST OF DRWY. 10942 Oakwood Court 30.0 120.0 Fairmont East @ WCR ON S.W. COR. OF INTERX 11002 Fairwood Court 20.0 80.0 Fairmont East @ WCR ON S.E. COR. OF INTERX 11015 Fairwood Court 8.0 32.0 Fairmont East S. OF DRWY. 10927 Oakwood Court 6.0 24.0 Fairmont East E. OF DRWY. 10926 Oakwood Court 25.0 100.0 Fairmont East W. OF DRWY 11004 Spruce Drive North 4.0 16.0 Fairmont East E. OF DRWY. 11006 Spruce Drive North 4.0 16.0 Fairmont East W. OF DRWY. 11005 Spruce Drive North 6.0 24.0 Fairmont East W. OF DRWY. 11009 Spruce Drive North 6.0 24.0 Fairmont East SUB -SIDED 11010 Spruce Drive North 6.0 24.0 Fairmont East SUB -SIDED 10840 Spruce Drive North 8.0 32.0 Fairmont East E. OF DRWY. 10829 Spruce Drive North 20.0 80.0 Fairmont East E. OF DRWY. & DRWY. 10832 Spruce Drive North 30.0 120.0 Fairmont East W. OF DRWY./SUB-SIDED 10825-10827 Spruce Drive North 1 50.0 200.0 Fairmont East DRWY. & S/W CONCRETE RAISING PROJECT - 2013 SIDEWALK PROJECT PG# 4 TARGET AREAS 2/21/2013 ADDRESS LINEAR FOOT SQUARE FOOT GRINDING SUB -DIVISIONS COMMENTS 10822 Spruce Drive South 30.0 120.0 Fairmont East SUB -SIDED 10826 Spruce Drive South 32.0 128.0 Fairmont East E. OF DRWY./SUB-SIDED 10837 Spruce Drive South 10.0 40.0' Fairmont East E. OF DRWY. 10844 Spruce Drive South 20.0 80.0 Fairmont East SUB -SIDED 10902 Spruce Drive South 18.0 72.0 Fairmont East W. OF DRWY. 10901 Spruce Drive South 18.0 72.0 Fairmont East E. OF DRWY. 10903 Spruce Drive South 15.0 60.0 1 Fairmont East BOTH SIDES OF DRWY. 10909 Spruce Drive South 6.0 24.0 Fairmont East E. OF DRWY. 10912 Linwood Court 8.0 32.0 Fairmont East W. OF DRWY. 10849-10847 Linwood Drive 30.0 120.0 Fairmont East SUB -SIDED 10839 Linwood Drive 5.0 20.0 Fairmont East E. OF DRWY. 10838 Linwood Drive 4.0 16.0 Fairmont East E. OF DRWY. 10829 Linwood Drive 12.0 48.0 Fairmont East E. OF DRWY. 10830 Linwood Drive 4.0 16.0 Fairmont East W. OF DRWY. 10825 Linwood Drive 8.0 32.0 Fairmont East SUB -SIDED 10826 Linwood Drive 6.0 24.0 Fairmont East W. OF DRWY. 10821-10822 Linwood Dr. to Dogwood Dr. 100.0 400.0 Fairmont East S/W & DRWYS. 10829 Do wood Drive 12.0 48.0 Fairmont East SUB -SIDED 10838-10836 Dogwood Drive 30.0 120.0 Fairmont East SUB -SIDED 10907 Dogwood Drive 12.0 48.0 Fairmont East E. OF DRWY. 10932-10934 Dogwood Drive 12.0 48.0 Fairmont East SUB -SIDED 10938 Dogwood Drive 6.0 24.0 Fairmont East W. OF DRWY. 10942 Dogwood Drive 20.0 80.0 Fairmont East SUB -SIDED 11017 Pinewood Court 12.0 48.0 Fairmont East S. OF DRWY. 10940 Pinewood Court 20.0 80.0 Fairmont East W. OF DRWY. 10925 Pinewood Court 6.0 24.0 Fairmont East E. OF DRWY. 10927 Pinewood Court 50.0 200.0 Fairmont East DRWY. & S/W 10939 Rosewood Court 10.0 40.0 Fairmont East SUB -SIDED 10936 Rosewood Court 40.0 160.0 Fairmont East DRWY. & S/W 10938 Rosewood Court 50.0 200.0 Fairmont East DRWY. & S/W 10930 Rosewood Court 40.0 160.0 Fairmont East W. OF DRWY. 10928 Rosewood Court 60.0 240.0 Fairmont East DRWY. & S/W 10929 Rosewood Court 12.0 48.0 Fairmont East W. OF DRWY. 10927-10925 Rosewood Court 40.0 160.0 Fairmont East DRWY. & S/W 11009-11007 Rosewood Court 20.0 80.0 Fairmont East AROUND MH 11003-11005 Birch Drive 35.0 140.0 Fairmont East SUB -SIDED 11012 Birch Drive 6.0 24.0 Fairmont East W. OF DRWY. CONCRETE RAISING PROJECT - 2013 SIDEWALK PROJECT PG# 5 TARGET AREAS 1 2/21/2013 ADDRESS LINEAR FOOT SQUARE FOOT GRINDING SUB -DIVISIONS COMMENTS 11016 Birch Drive 10.0 40.0 Fairmont East W. OF DRWY. 10943 Collingswood Drive 12.0 48.0 Fairmont East DRWY. 10939 Collingswood Drive 6.0 24.0 Fairmont East E. OF DRWY. 10940 Collingswood Drive 12.0 48.0 Fairmont East BOTH SIDES OF DWRY. 10937 Collingswood Drive 8.0 32.0 Fairmont East E. OF DRWY. 10932 Collingswood Drive 6.0 24.0 Fairmont East E. OF DRWY. 10911-10913 Collingswood Drive 20.0 80.0 1 Fairmont East SUB -SIDED 10820 Collingswood Drive 25.0 100.0 Fairmont East DRWY. & SNV 10816 Collingswood Drive 12.0 48.0 Fairmont East W. OF DRWY. 10815 Collingswood Drive 20.0 80.0 Fairmont East DRWY. & S/W 10800 Mesquite Drive 20.0 80.0 Fairmont East @ WCR 10802 Mesquite Drive 4.0 16.0 Fairmont East N. OF DRWY. 10822 Birch Drive 4.0 16.0 Fairmont East E. OF DRWY. 10824 Birch Drive 8.0 32.0 Fairmont East W. OF DRWY. 10901 Birch Drive 8.0 32.0 Fairmont East E. OF DRWY. 10905-10907 Birch Drive 50.0 200.0 Fairmont East SUB -SIDED 10910 Birch Drive 12.0 48.0 Fairmont East W. OF DRWY. 10913-10915 Birch Drive 20.0 80.0 Fairmont East SUB -SIDED 10925 Birch Drive 20.0 80.0 Fairmont East E. OF DRWY. 10927 Birch Drive 30.0 120.0 Fairmont East E. OF DRWY. 10935 Birch Drive 12.0 48.0 Fairmont East SUB -SIDED 10939 Birch Drive 35.0 140.0 Fairmont East DRWY. & S/W 11028 Mesquite Drive 40.0 160.0 Fairmont East DRWY. & WALKWAY 11026 Mesquite Drive 30.0 120.0 Fairmont East DRWY. & WALKWAY 11023 Mesquite Drive 6.0 24.0 Fairmont East E. OF DRWY. 11015 Mesquite Drive 10.0 40.0 Fairmont East E. OF DRWY. 11009 Mesquite Drive 6.0 24.0 Fairmont East W. OF DRWY. 11007 Mesquite Drive 8.0 32.0 Fairmont East E. OF DRWY. 10942 Mesquite Drive 30.0 120.0 Fairmont East DRWY. & S/W 10938 Mesquite Drive 8.0 32.0 Fairmont East W. OF DRWY. 10929 Mesquite Drive 15.0 60.0 1 Fairmont East W. OF DRWY. 10928 Mesquite Drive 40.0 160.0 Fairmont East DRWY. & S/W 10924 Mesquite Drive 4.0 16.0 Fairmont East W. OF DRWY. 10918 Mesquite Drive 25.0 100.0 Fairmont East W. OF DRWY. 10919 Mesquite Drive 10.0 40.0 Fairmont East E. OF DRWY. 10914 Mesquite Drive 20.0 80.0 Fairmont East DRWY. & SIW 10907 Mesquite Drive 30.0 120.0 Fairmont East SUB -SIDED CONCRETE RAISING PROJECT - 2013 SIDEWALK PROJECT I PG# 6 ADDRESS LINEAR FOOT SQUARE FOOT GRINDING SUB -DIVISIONS COMMENTS 10850 Mesquite Drive 10.0 40.0 Fairmont East W. OF DRWY. 10848 Mesquite Drive 4.0 16.0 Fairmont East E. OF DRWY. 10844 Mesquite Drive 12.0 48.0 Fairmont East W. OF DRWY. 10838 Mesquite Drive 20.0 80.0 Fairmont East DRWY. SUB -SIDED 10833 Mesquite Drive 15.0 60.0 Fairmont East DRWY. 10832 Mesquite Drive 30.0 120.0 Fairmont East DRWY. & SAN 10830 Mesquite Drive 20.0 80.0 Fairmont East DRWY. 10825 Mesquite Drive 25.0 100.0 Fairmont East SUB -SIDED 10816 Mesquite Drive 20.0 80.0 Fairmont East DRWY. & SM 10814 Mesquite Drive 12.0 48.0 Fairmont East N. OF DRWY. 10812 Mesquite Drive 20.0 80.0 Fairmont East DRWY. & SM 10810-10808 Mesquite Drive 60.0 240.0 Fairmont East SUB -SIDED 10115 Stonemont Drive 80.0 320.0 Fairmont West DRWY & BOTH SDIE OF DRWY 1521-1519 State Hwy. 146 70.0 280.0 Baypoint Townhomes SUB -SIDED -HOLDS WATER 1517-1515 State Hwy. 146 30.0 120.0 Baypoint Townhomes SUB -SIDED -HOLDS WATER 1507 - Gardenwalk on State Hwy. 146 140.0 560.0 Baypoint Townhomes SUB -SIDED -HOLDS WATER 1419 State Hwy. 146 35.0 140.0 Baypoint Townhomes SUB -SIDED -HOLDS WATER 1413 State Hwy. 146 12.0 48.0 Baypoint Townhomes SUB -SIDED -HOLDS WATER 8522 Oakhaven Drive 10.0 40.0 Brook Glen Separated @ D 8526 Oakhaven Drive 4.0 16.0 Brook Glen . At D 3323-3315 Fern Rock Drive 180.0 720.0 Brook Glen Reverse Grade, Sub -Sided (2) Drwys. 8510 Ashwyne Drive 4.0 16.0 Brook Glen Separated 3302 Ashton Drive 10.0 40.0 Brook Glen Separated 8407 Avi ton Drive 10.0 40.0 Brook Glen Separated 8515-8511 Avin ton Drive 28.0 112.0 Brook Glen Separated 8510-8506 Bandrid a Drive 100.0 400.0 Brook Glen Between & Both Drwys., Etc.. 8503-8423 Bandrid a Drive 80.0 320.0 Brook Glen Sub -Sided & Separated 8405-8407 Bandrid a Drive 40.0 160.0 Brook Glen Sub -Sided & Separated 3201-3203 Fern Rack Drive 80.0 320.0 Brook Glen Across the St., Slanted & Sub -Sided 3133-3155 Fern Rock Drive 20.0 80.0 Brook Glen Sub -Sided 8522 Collin dale Drive 25.0 100.0 Brook Glen Sub -Sided & Separated 3110 Ashton Drive 25.0 100.0 Brook Glen Sub -Sided & Separated 3315 Ashwyne Court 20.0 80.0 Brook Glen Sub -Sided 3323 Gladwyne Drive 37.0 148.0 Brook Glen Slanted 8819 Oakhaven Drive 2.0 8.0 Brook Glen Separated 3514 Gladwyne Drive 10.0 40.0 Brook Glen N. of D 8827 Huntersfield Drive 18.0 72.0 Brook Glen On Gladwyne, Separated 3623-3627 Gladwyne Drive 20.0 80.0 Brook Glen Sub -Sided & Separated _ ___ ___ __ _ ___I_____ _ 5202.0 20808.0 0.0 5,777.60 SLATED 8.80 $2.20 $5.00 45,000.00 BUDGET 777.60 LEFT TO SPEND 45,777.60 $45,777.60 $0.00 � � I PROJECT NAME: 2012 City Wide Sidewalk Replacement and Infill PROJECT NUMBER: Bid # 12027 CONTRACTOR: Ranger Constructions DATI ADr-13 Quantity Dollars Installed This Period Installed Previous Periods Total Installed To Date This Period Income Previous Periods Income Total Income To Date Item No. Est. Description of Work Qty. Unit Unit Estimated Price Value 1.0 Sidewalk Removal/Disposal 11,748 S.F. $ 0.90 $ 10,573.20 2794 16779.9 19573.9 $ 2,514.60 $ 15,101.91 $ 17,616.51 2.0 Sidewalk Replacement 4" Thick 13,527 S.F. $ 3.48 $ 47,073.96 4121.4 16341.5 20462.9 $14,342.47 $ 56,868.42 $ 71,210.89 3.0 Handicap Ramp 16 EA $ 750.00 $ 12,000.00 2 12 14 $ 1.500.00 $ 9,000.00 $ 10,500.00 4.0 Manhole adjustments 2 EA. $ 250.00 $ 500.00 0 5 5 $ - $ 1,250.00 $ 1,250.00 5.0 Adjust Valve Box 3 EA. $ 100.00 $ 300.00 0 8 8 $ - $ 800.00 $ 800.00 6.0 Saw Cut 76 EA. $ 5.00 $ 380.00 0 227 227 $ - $ 1,135.00 $ 1.135.00 7.0 6" Wide Sidewalk 5" thick 4,300 S.F. $ 4.50 $ 19,350.00 0 0 0 $ - $ - $ $ 90,177.16 $ 18,357.07 1 $ 84.155.33 1 $ 102,512.40 RC/ QUALITY NOTICE THE FOLLOWING DOCUMENT(S) REFLECT THE POOR QUALITY OF THE. ORIGINAL DOCUMENT(S) - !�I rI__P�I.. .L a � _I I �i _I _I _I _I _I �I _I _I _I _I �I _I _I _I _I �I _I V p 159�PSF zrz 4z. The LORD is the strength of my life. (Psalm 27:1) I The LORD is the `rengt of my life. (Psalm 27:1) City of La Poile BID FORM 2012 CITY WIDE SIDEWALK REPLACEMENT PROJECT SEALED BID #12027 Section 00410 Bid Funn DATE: i BA o /2 � Sv�t c•5� r.Jc Bid of /EAM�1waxic lotis-ra.Untsrl. an individual proprietorship, a corporation organized and existing under laws of the State of Texas, a partnership consisting of , for Construction of .4t bew& -Ic 5 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. Item Description of Item with Unit Bid Price No. in Written Words Unit Approx. Unit Total Quantity Amount Price Sidewalk Removal & Disposal AE D,"A t 2s/--'s @ o SF 11,748 4 1 - 25, Per Square Foot . 2. Sidewalk Replacement 4" Thick Concrete / @ .Four C,oLLAC5 SF 11,346 # 7 00 *yam y Per Square Foot 3. Handicap Ramp (ADA) 00 II I % @ Ft ✓E 901JDr�r EA 16 500.— $9y 000, Per Each City of La Porte Section 00410 4. Adjust Manhole Top rt4 M9 Oa16 t-luNDA �/ P/ /5; V 350.00 @ 5. ✓ i - F i ✓e- EA 2 Per Each 5. Adjust Valve Box @ Ft r- 4- J vAm,lt EA 3 # $o 4 1 So, �? Per Each 6. Saw cutConcrete `f-krA-e- Jou.� S s%oS 1*3 So 2(oG.� @ LF 76 Per Linear Foot 7. 6' Wide Concrete Path 5" Thick `OV r J O UL" 5%a s s y � O D 19, 350. — @ SF 4.300 Per Square Foot LL A;2S 0rS Q o0 TOTAL BID S"�/ I g 5 - kUMDrJ - C City of La Porte Section 00410 Bid Form 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 in (a), (b), and (c), above. SUBSTITUTIONS: If necessary, attach detailed explanation to proposal. 2. (Add)(Deduct) (Add) (Deduct) It is understood and agreed that the work shall be complete in full within ninety (90) calendar days after the date on which work is to be commenced as established by the Contract Documents. 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. City of La Porte Section 00410 Bid Form In the event of Award of the Contract to the undersigned, the undersigned agrees to fumish 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 4hsJ2012 - Signed _ 9 ^� (Company) By ?-Zs, D (Title) Tw - i� C' yST2u�(lewl S�-�J1cc5.2nlC, 24o i Yz P065 rftj A ✓4 t P4;5A.4 A, i -h! (Address) (zst) dMI --733a Telephone Number) SEAL (if Bidder is a Corporation) Acknowledge receipt of Addenda Below: Addendum No. N•uE Date Received City of La Porte CITY OF LA PORTE CERTIFICATION BY BIDDER Section 00300 City of La Porte Forms 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 bidder 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 281470-5126. 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 bid, or non-compliance with said ordinance shall be just cause for rejection or disqualification of bid. 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: EAwn won, C l a _9T-&- c-r i,,,J Address: 290 r '1z RRasmoso Ave. �ksADeJAY�,( -775o3 Authorized Signature: Printed Name: ,Uk.l ))e.JOP 4 Date: 6,6g/2o /2 City of La Porte 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. -7X7AA4W0(Vc- CoN yriUCT/oIJ Sze✓r1S�71Jt' (� / / Z'/L Contractor Date l)htl AAgJboZA Printed Name Signal re City of La Porte PROTECTION OF RESIDENT WORKERS Section 00 300 City of La Porte Forms 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. City of La Pone Section 00300 City of L.a Pone Fon11s CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing lousiness with local governmental entity Tnla qua "02" m tscb cesnpw me& to tes b1 by H.B. 141. eels Leg- aspnw a..aae. DiFEE U3ECeaY our Retinae This questionnaire is being filed its accordance with Chapter 178. Local Government Code by a person who has a business relaborst p as defined by Section 178.001(1 a) with a local governmental enmy and tha person meets repuements under Section 178.008(a). BytawCis questionnaire cost befilod wttih the records done atraom of Ne bash gmnvrwrml entry not lasertltan &A 7th business day after the date the person becones aware of facts dot require Ne statement to be Sled. See Section 176.D08. Local Government Code. A person mmhits an offense it the person knowingly violates Section 176.006, Loral Goverment Cade. An offense undertlis sedim is a Class C rrisderneanor. !j Na of person wdo has a business reFmmstipaier loci govemmmW entity. 2 ❑ ChMMisbmdyauarefiinganupdabtoapreviooSty fled gnestlornuin (The law requires that you file an updated omplebd questimnaue with tN appropriate filing authority not Law than the 7th business dry after the dab the criouily filed questionnaire bemnes imnplele or i amaaae.) Name of local govmmm officer with wtnomflu has mgloyrerant a business nnatiwrship. thane of Olfioer This section (item 3 induding subparts A. B. C t D) mama be mnpleted for each othm wdh wtorn the Wit has an ei ploymart or other business relitiondup as defined by Section 176.001(1y. Lod Govaanas Code. Mach additional pages is Nts Fain CIO as neoessay. A. is tie local goverrutern oRca vned In this section mcemip m likely to reaeae taabte'vmne, other Nan nvesnem inconne. from Ne filer of tine quesduuuin? ❑Yes dW B. ts the filer of Ne ques6omabe receiving a likely to receive triable noose. odrr Bun investment income. from a at de d•.rermn of the local 1premmenl officer named in this section AND dee trable income is not received from the keg gssemmMlal m*? ❑Yes dw. C. Is the filer of Nu questionmure employed by a corporation or after business entity will, respect m Mint Use local gowemment ornoer serves as an officer a/�,�,te a holds an ownership of 10 pervers a nitre? officer ❑� D. Describe each ampbyrtwa or basses relaoadup m0 the local ganamwnt officer nar ed in Nis sedan. a Z,o 1 Z or ptrsm ding ouOess man ere g7maarwrml way Dos V Adopled t1aMIM07 0 CITY OF LA PORTE ADDENDUM #1 Sealed Bid #12027 — 2012 Citywide Sidewalk Replacement Project June 06, 2012 Dear Vendor, Please make the following changes to Sealed Bid #12027 package. 1. Replace Section 00410 Bid form page 1 ONLY with new page 1 attached. Replacement page has increased square footage for item 2 (from 11,346 to 13,527). This increase is further substantiated by item 2 of this Addendum. 2. Replace the 2012 Sidewalk Replacement Project Target areas page 3 ONLY with the attachment page 3. Three locations have been added to this page of the target areas list (3324 Somerton, 3307.Somerton, and 3230 Somerton). Please reference item 1 of this Addendum denoting an increase in square footage to bid. The bid opening date and time will remain the same. If you have any questions, please call Purchasing at 281-470.5126. Please sign below and return with your completed bid package. Thank you for your cooperation in this matter. Yours truly, Sandie Scarborough, C.P.M. Buyer, City of La Porte I acknowledge the receipt of Addendum 41. City of La Porte Section 00300 City of La Porte Fortes CITY OF LA PORTE CERTIFICATION BY BIDDER 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 bidder 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 281-47M126. 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 bid, or non-compliance with said ordinance shall be just cause for rejection or disqualification of bid. 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: STowt C A-5TG E /d/ D J S T Q t E S Address: 3 G I A L M r tivOA 1Z A. alb d 5-7- d 1 Tx 71)0117 Authorized Signature:.��1/ 1 Printed Name: I k S In� �. / l 140- 1 Date: Y // of / Z 0 /"L City of La Porte 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 sa Id. 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. S 1 On/E (A.5 c Contractor (:JCL.I! a /4. mot -tan Printed Name Date I' i0 i qrsignature City of La Porte PROTECTION OF RESIDENT WORKERS Section 00300 City of La Porte Fortes 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 Forth (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. City of La Porte Section 00300 City of La Porte Forms CONFLICT OF INTEREST QUESTIONNAIRE FORM CIO For vMdar of OUM Portal deft bMIMM lash WAS yoaemmtadd eattty 1Ma gowtamla Hawk oaaeart mme to No ur tv MAL UM antis Los. rapier aeaotea. MVICEUSECW Tblsgreati MhvbbdVQWMasadwm"Ithfxa*WV06tstod(+emnowaCode teafamm b1f•partanrdoAheabsbrfafelaaordipasdderdgtleoean t7aAD1(ta)adGafoal poemarwlMenftVwd2wpwxcn anttareapieroeftond rSaAm 17aA00(o)L BjbwvbqMwwv=bertsat'Leakda�theremfh erd0e>�porarroertaf . er�rnut taterOunrie7arlwdrssds7 a0erthe da9e Q+apesonbem1mawedfitE galregimelhedatmMbbeOled. SeeSaevn ITd000,/nmlGbvmaxraCaln A perm amanOs an otter . it Se: peraen bwfl*dp aitbtes Sedioa Vam4 tooai Cbuaroaeut CadeAn oaaaae rndwaia sea0ao tm CIm C mtsdenaasc Mamedpe=a Wwlfsa6o'Mm ra86taypeemfuf81aat0� /V ❑ CbedtthtbetV7eeae am{tmRebapnnleas�fiedgaesBemrite (iha W raWmas that peo Na as Wdated eaopb4d 9un80arme W& Ott apaop WA VAIQ WAAdl rwt bk!r Oran 9w721 bu*b dap mlwtwdsbOwa*WrpObd ¢wsBnaaia 6mdres baarOklaMscweej IFaoeafiooiaoea®atdForfarlmadrwo 0erbasaeylapmeo<arbosio nladuato. Ha aforr Sib aecUm (tam 3 buk adlarts A B. C a 0) neat be axWMed is each atav wM A=n Om Ba• taw an mvkwW s merbzhm f I 1 1 % as ddied bpaeram oa ttar(+#Lott eawrrcieid Cede. Atatdr ad®nd Pam b gib Fam CIO as demsswIt . A blhebatyawftawa dkwaarod MOussm5mnoduhport tomotfeehaatafbmgK flAerawr brssemw4 igoae, fam�aadaregxaBwRuha7 oYM ow fl kle taerdlbe gea9awta reoebYpaBcq iaeodietaaGeMmne.�aOsm &ar�atimfae.toaaatM d d the brat gmemmed oftim awed in this seo5m AND Ow WAM komw is lot meddfed tom to beat o 111W ❑ 1Ls ❑ Fb 0. Is the Yn of eta poesaroroae eagbpr.:d by a aoporaem of at= wr3rass warp east mod b a- are tam getieowrd o5ow ufeet M as d MWf v dladat a kilt as arnershk of 10 pemed w4mcO D,Yb ❑N 0. Desabe each eepiapoad or busk ss fiA" bal porarmwi dfiaer pwmd in sib aadon. • / Z O IZ - avea pesos aft ostxaae tie goraww" a017 Mk 2012'SIDEWALK REPLACEMENT PROJECT PG# 1 TARGET AREAS 8/30/2011 ADDRESS REM. PLACE WCR MHADJ GVADJ. S-CUT SUB -DIVISIONS COMMENTS SOFT ISOED (EACH)(EACH)(EACH)L 4918 Parkcrest Glen ea R 4922 Parkcrest 16.0 16.0 4.0 Glen Meadows SA -C R 4930 Parkcrest 16.0 16.0 4.0 Glen Meadows SAW -CUT DR 5006 Parkcrest 16.0 16.0 4.0 Glen Meadows SAW -CUT 0 DRWY. 5010 Parkcrest 44.0 44.0 Glen Meadows BOTH SIDES OF DRWY. 5017 Parkcrest 20.01 20.0 1 1 1 Glen Meadows 0 DRWY. 5018 Parkcrest 16.0 16.0 4.0 Glen Meadows SAW -CUT DRWY. 5022 Parkcrest 20.0 20.0 Glen Meadows DRWY. 5026 Parkcrest 16.0 16.0 4.0 Glen Meadows SAW -CUT @ DRWY. 5029 Parkcrest 16.0 16.0 4.0 Glen Meadows SAW -CUT DRWY. 5033 Parkcrest ON GLEN MEADOWS 115.2 115.2 Glen Meadows 5034 Parkcrest ON GLEN MEADOWS 149.6 149.6 1 Glen Meadows 5101 Parkcrest 194.9 166.4 1 1 Glen Meadows 5217 Parkcrest 26.4 .26.4 1 1 1 Glen Meadows 49345002 Creekview 88.0 88.0 4.0 Glen Meadows S-CUT WLKWYS BACK 2' 5002-5006 Creekview 184.8 184.8 Glen Meadows DRWY. TO DRWY. 5017 Creekview 35.6 35.6 Glen Meadows 5021 Creekview 48.0 48.0 Glen Meadows 5206 Creekview 320 32.0 Glen Meadows REMOVE BROKEN CONC. FROM DRWY. 5214 Creekview 16.0 16.0 4.0 Glen Meadows SAW -CUT DRWY. 4901 Meadowcrest ON FARRINGTON 59.2 59.2 8.0 Glen Meadows SLUT BOTH SIDES DRWY. ON FARRINGTON 5013 Meadowcrest 40.01 40.0 1 1 8.01 Glen Meadows S-CUT BOTH SIDES DRWY. 5025 Meadowcrest 24.0 24.0 Glen Meadows 0 DRWY. 5021 Meadowcrest 320 32.0 Glen Meadows 5202 Meadowcrest 320 32.0 8.0 Glen Meadows S-CLIf BOTH SIDES DRWY. 52055209 Meadowcrest 195.2 195.2 Glen Meadows DRWY. TO DRWY. 1109 - 1113 Glencrest 174.0 174.0 Glen Meadows DRWY. TO DRWY. 5117 Ridgeorest 18.8 18.8 Glen Meadows 10843 Mesquite 32.0 32.0 Fmnt East Q DRWY. 10800 Me ulte 22.8 22.8 Fmnt East 10908 -10912 Mesquite 628 62.8 Fmnt East 0 BOTH DRWYS. 10922 -10924 Mesquite 169.6 169.6 Fmnt East DRWY. TO DRWY. 10921 Collinqswood 67.2 67.2 Fmnt East 10922 - 10926 Collingswood 165.2 165.2 Fmnt East 10926 - 10928 Collingswood 84.8 84.8 Fmnt East 10927 Collingswood 1 44.81 44.8 4.01 Fmnt East SAW -CUT @ DRWY. 2012 SIDEWALK REPLACEMENT PROJECT PG# 2 TARGET AREAS 8/30/2011 ADDRESS REM. PLACE WCR MHADJ GVADJ. S-CUT SUB -DIVISIONS COMMENTS SQFT) SQ EACH EACH EACH LF 10932 Collingswood 26.0 26.0 Fmnt East 10943 Collingswood 31.6 31.6 Pmnt East 10837 Mulberry 428 42.8 Fmnt East 0 DRWY. 10838 -10840 Mulberry 172.0 172.0 Fmnt East DRWY. TO DRWY. 10835 Mulberry 35.2 35.2 Fmnt East DRWY. 10830 - 10832 Mulberry 173.61 173.6 1 Fmnt East DRWY. TO DRWY. 10828 - 10830 Mulberry 89.2 89.2 Fmnt East DRWY. TO DRWY. 10817 - 10822 Mulberry 389.2 389.2 Pmnt East 2- DRWY. TO DRWY. & DRWY. 10940 Pinewood Ct. 49.2 49.2 Fmnt East DRWY. 10935 Pinewood Ct. 16.0 16.0 Fmnt East 0 DRWY. 10931 Pinewood Ct. 16.0 16.0 Fmnt East Q DRWY. 10927 Pinewood Ct. 356.4 356.4 Fmnt East THRU DRWY. +ONE PANEL 3825 Pecan Circle Ct 72.0 72.0 Fmnt East Sidewalk through Driveway 10819 Pecan Drive 64.01 64.0 1 Fmnt East . 10822-10824 Spruce South 144.0 144.0 Fmnt East 10900 Spruce South 64.0 64.0 Fmnt East 10943 Spruce North 24.0 24.0 Fmnt East 10846 Dogwood 5.0 5.0 Fmnt East repair 6 LF of curb 10936 Rosewood 144.0 144.0 Fmnt East 10442 Catlett 483.0 448.0 1 Pmnt Central 10439 Catlett 405.0 370.0 1 Fmnt Central 10403 Carlow 634.0 610.0 1 1 1 Fmnt Central 10431 Carlow 120.0 120.0 1 Fmnt Central 3431 Roseberry 30.0 30.0 4.0 Fmnt West SAW -CUT @ DRWY. 10126 Winding Trail 144.8 144.8 1 Fmnt West 10127 -1Oil 9 Winding Trail 10130 Cadae4 1,475.6 1,398. 2 Fmnt West 2 WCRs "B SEE PAINTED AREA 10115 Quiet Hill (Drwy. To D 228.0 228.0 Fmnt West 314 Josh Way 108.4 108.4 1 Spencer Landing 110 - 114 Spencer Landing West 80.0 80.0 Spencer Landing BOTH DRWYS. 10501 Spencer Landing Entrance 15101 152.0 1 1 1 Spencer Landing ENTRANCE TO SUB-DIV. 409 W. Fairmont Pkwy. (aReilly Auto Parts 720 40.0 1 T-O-LP AT S.E. COR. 4TH & FAIRMONT 501 W. Fairmont o 77.2 53.2 1 T-O-LP AT S.W. COR. 4TH & FAIRMONT 702 W. Fairmont Askins & Askins 280.0 . 280.0 T-O-LP 800 Blk Post Office E. of Entrance 126.0 94 1 T-O-LP E. OF ENTRANCE - POST OFFICE 800 Blk. Post OfficeCenter in front 126.8 _ 126.8 T-O-LP "S' CURVE AT CENTER - POST OFFICE 2012 SIDEWALK REPLACEMENT PROJECT PG# 3 i TARGET AREAS 1 8/30/2011 ADDRESS I REM. 1PLACE WCR MH ADJ GV ADJ. S-CUT SUB -DIVISIONS COMMENTS ! SQFT) (SQFn EACH) (EACH) (EACH) (LFl 800 Blk Post OfficeAt 8th St! 34.0 0.0 1 T-O-LP S.E. COR 8TH & F'MNT - POST OFFICE 1026 W. Fairmont P BlondWs) 40.0 0.0 1 T-O-LP N.W. COP. 8TH & FAIRMONT PKWY. S.W. Cor. LCB & W. Fairmont Pkwy. 0.0 88.0 T-O-LP AT BRIDGE TO HIKE & BIKE 1105 S. Broadway On E. Fairmont P 36.0 1 4.0 T-O-LP W. OF TEXAS. BEHIND JACK'S 312 W. Main Store Fronts 1 957.3 957.3 T-O-LP CZ) TREE CUM=-COORD. WrH BUSINESSES 1126 Canyon Springs 1 48.0 4.0 1 Creekmont 1137 Canyon Springs I 106.4 106A 1 Creekmont 1201 Canyon Springs 872 872 Creekmont 1018 River Creek 118.31 70.0 1 1 Creekmont 9320 -9321 Mohawk 1 58.81 58.8 Pecan Crossing DRWY. TO DRWY. 9309 Mohawk I 34AI 34.4 1 Pecan Crossing 9304 Mohawk ! 20.0 20.0 Pecan Crossing DRWY. 9301 Mohawk 74.8 74.8 Pecan Crossing DRWY. 9300 -9228 Mohawk 203.6 203.6 Pecan Crossing DRWY. & DRWY. TO DRWY. + PANEL 9229 Mohawk 118A 118.4 Pecan Crossing DRWY. 9209 Mohawk ON STUART)i 409.6 409.61 Pecan Crossing ON STUART ST. 3806 -3818 Stuart 1 461.6 461.6 Pecan Crossing BTWN ALL DRWYS. 9208 Mahan ON STUART)1 102.8 102.8 Pecan Crossing ON STUART ST. 9201 Barton 1 24.8 24.8 Pecan Crossing DRWY. 9614 Rustic Gate 1 16.0 16.0 4.0 Pecan Landin 910 Hackberry 28.6 28.6 S Rivers 3324 Somerton ! 1400.0 At City Park 3307 Somerton 3230 Somerton 1 700.0 1 80.0 On west side of the street (vacant [at) I SCUT= SAW CUT DRWY = DRIVEWAY WRC = WHEEL CHAIR RAMP TOTAL I 11748.51 13526 5 16 2 3 1 76.0 I i City or La Porte BID FORM 2012 CITY WIDE SIDEWALK REPLACEMENT PROJECT SEALED BID 412027 Section 00410 Bid Form DATE: (O /'I O Bid ofSTonJS CASTLE 1A10• an Individual proprietorship, a corporation organlzed and existing under laws of the partnership consisting of or rOd..RCK for the City of La Porte, Hard&County, Texas. Gentlemen: The undersigned bidder has carefully examined the Instructions to Bidders, this Proposal, the General Conditions of Agreement, the Technical Specllications and the drawings for the work herein above described and refereed to In the Invitation to Bid and has carefully examined the site of the work and will provide all necessary labor, superintendence, machinery, equipment, toots, materiels, services and other means of construction to complete all the work upon which he bids, as called for In the Contract, the Specillcallons and shown on the drawings, and In the manner prescribed therein and according to the requirements of the City of Le Porte. Item Description of Item with Unit Bid Price Approx. Unit Total No. In Written Words Unit Quantity Amount Price 1. Sidewalk Removal & Disposal 0—" F Per Square Foot 2. Sidewalk Replacement 4" Thick Conomte Pdr Square Foot 3. Handicap Ramp (ADA) / %e.r c��,e,G.4. EA Per Each 11,748 �2 �� I°�S. Z O 13,627$ 5. 7"� AI7r790. Z5� 16 �00.0o t 4( 0.00 City of La Porte Section 00410 Bid Form 4. Adjust Manhole /Top , /' �ii_d^f,e.Awf4Lt a �.L.f1 / EA z 43S-0.00 JT7O0, 06 Per Each 5. Adjust Valve Box (Df, ,hindd �(/ J /.M�E4 3 .Ii-dUDo 5750.00 Per Each 6. Saw cut Concrete @&4L LF 76 �C-Cb Per Linear Foot 7. 6' Wide Concrete Path 5' ThIck CaDI....� =nil- �SF 4,300 S. iS lit? > quare Foot TOTAL BID S I ��J . 132.0 S � ovv City of La Porte Section 00410 Bid Form 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 in (a), (b), and (c), above. SUBSTITUTIONS: If necessary, attach detailed explanation to proposal. 2. NEffonmilm, (Add) (Deduct) It is understood and agreed that the work shall be complete in full within ninety (90) calendar days after the date on which work is to be commenced as established by the Contract Documents. 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 proposalshall be returned, to the undersigned unless, in case of the -acceptance of this proposal the undersigned should fait 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 City of La Porte Section 00410 Bid Form 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 �J Q correct and final Date / `L Signed �'fiht:r`tlSf�f o AdL"�' coo (Company) D B (Title) 5 r On/F GAS %L E /A/D_ 36IS A•LMEDA GENUA RD. (Address) L� r31 yC/0- 6zz'1 (Telephone Number) SEAL (if Bidder is a Corporation) Acknowledge receipt of Idden -Below. Addendum No. Date Received r SPECIFICATIONS AND CONTRACT DOCUMENTS For 2012 LA PORTE CITY WIDE SIDEWALK REPLACEMENT PROJECT SEALED BID # 12027 i y Of La Pofte, TbX as Harris County, Texas r Table of Contents Official notice to Bidders 00100 • Directions to bid opening • Scope of Work Instructions to Bidders 00200 City of La Porte Forms, Certifications, Notifications 00300 • Certification by bidder (Required) • Indemnity Hold Harmless Agreement (Required) • Protection of Resident Workers (Required) • Conflict of Interest Questionnaire (Required) Target Areas Bid Form 00410 Bid Bond Form 00431 Agreement 00520 Performance Bond Form 00611 Payment Bond Form 00612 General Conditions (EJCDC 2007 Edition) 00700 Supplementary Conditions. -- - -._ . ........- — ._..__- ...... __ ........_-_00800... ... - ..... Reference Form Technical Specifications Removing Concrete 00104 Concrete Sidewalk Replacement 00105 VaNeBoxAdju§tment... _ _... _...._.. 00108 Bank Sand 00111 Concrete Pavement 00360 Submittals 01300 Shop Drawings and Samples 01340 Section 00100 Official Notice to Bidders 2012 CITY WIDE SIDEWALK REPLACEMENT PROJECT SEALED BID # 12027 CITY OF LA PORTE NOTICE TO BIDDERS All sealed bids shall be submitted Including one (1) marked original and two (2) duplicates on the original fors and clearly marked with bid number and description. Bids will be received at the Purchasing Office, 2963 N. 23rd Street, La Porte, TX, 77671 until 2:00 p.m., Tuesday, June 19, 2012. The bids will be opened and publicly read in the Public Works upstairs training room immediately after the closing hour for the bids on said date. An elevator is not available. Please contact Purchasing at 281470-5126 if accommodations are needed. No late bids will be considered BIDDING DOCUMENTS: Copies of the bidding documents are available from the Purchasing Office, located at 2963 North 23d St, La Porte, TX 77571 at no charge. Contact information: www.laportetx.gov, purchasing(a)laportetx.gov, or 281-470-5126. The City of La Porte hereby notifies all bidders that in regard to any agreement entered into pursuant to this advertisement, minority business enterprises will be afforded equal opportunities to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, age, religion or national origin in consideration for an award. Potential bidders are encouraged to attend a pre -bid conference to be held in the 2nd floor training room In the Public Works Building, 2963N. 23rd-Stree4 -La-P6rte, 7X,77571; at 10:00-a. m:; Thursday, -Julie 14,-2012:------- " 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 guarantee that, if awarded the Contract, the Bidder will within fifteen (15) calendar days of award of Contract enter into a Contract and execute Bonds on the fortes provided in the Contract Documents. The successful Bidder must furnish PERFORMANCE and PAYMENT BONDS on the forms furnished with the BIDDING DOCUMENTS, in the amount of 100% of the total Contract price. _._.._ _. _... _.__. ...._.... ........_... _..._ _... The City reserves the right to reject any and/or all bids, to waive any and all technicalities and to accept any bid or part thereof, which in the opinion of the.city council, is most advantageous to the city. In case of ambiguity or lack of clearness in stating the prices in the bid, the city reserves the right to. consider the most advantageous bid thereof or to reject the bid. BID WITHDRAWAL: No Bid shall be withdrawn for a period of 60 days after the opening of the Bids without the consent of OWNER. Published: May 31, 2012 June 07, 2012 CITY OF LA PORTE PURCHASING OFFICE 2963 N. 23RD STREET LA PORTE, TX 77571 To drop off.bids and/or attend bid opening, follow these directions: ➢ At SH146 in La Porte, exit W. Main/Spencer Hwy. and turn west ➢ From Spencer Hwy., turn north on N. 23° Street. ➢ The Public Works facility is on the right, past the MinkStorage Facility. ➢ Turn right into Public Works parking lot and drive through the entrance gate, turn left immediately and park in the last aisle on the right. ➢ The Purchasing Office is located on the southwest side of the parking area. Look for the signage. Scope of Work SEAL BID No. 12627 2012 La Porte City Wide Sidewalk Replacement Project The project consists of the removal of approximately 11,750 square feet.of standard four foot wide sidewalks and replacing with 11,350 square feet of new sidewalk including the construction of 16 wheelchair ramps throughout the City of La Porte. Sidewalks and wheelchair ramps shall meet the minimum criteria as established by the American Disabilities Act. All spoils shall become the property of the contractor to be removed from the site, and disposed of in a legal manner. It shall be the contractor's responsibility to provide necessary barricading to ensure the access, health, and. welfare of citizens, employees and product. A Payment Bond shall be required for this project. City of La Porte Instructions to Bidders ARTICLE 1 - DEFINED TERMS Section 00200 Instructions to Bidders Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract", (EJCDC No. C-700, 2007 Edition) have the meanings assigned to them in the General Conditions. Certain additional terms used in these Instructions to Bidders have the meanings indicated below which are applicable to both singular and plural thereof. 1.1 Bidder: One who submits a Bid directly to OWNER, as distinct from. a sub -bidder, who submits a bid to Bidder. 1.2 Issuing Office: The office from which the Bidding Documents are to be issued and where the bidding procedures are to be administered. 1.3 Successful Bidder: The responsive and responsible Bidder to whom OWNER (on the basis of OWNER'S evaluation as hereinafter provided) makes an award. 1.4 OWNER and ENGINEER, add the following definitions to Section 2 of the General Conditions. 1. OWNER: Where the word -OWNER' is used in the Contract Documents it shall be understood as referring to the City of La Porte, Texas and its designated representative. 2. ENGINEER/Archftect/Landscape Architect; Where the word `Engineer" "Architect or "Landscape Architect" is used in the Instructions to Bidders (Section 00200), is shall be understood as referring to the consultant to the OWNER. ARTICLE 2 - COPIES OF BIDDING DOCUMENTS 2.1 Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor ENGINEER assumes any responsibility for errors, omissions, or misinterpretations resulting from the use of incomplete __set§ofBiddingDociiments."___.__.__----- 2.2 OWNER and ENGINEER, in making copies of Bidding Documents available on the above terms do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. ARTICLE 3 - QUALIFICATIONS OF BIDDERS Article 3 — Qualifications of Bidders, if requested 3.1 Each Bid must contain evidence of Bidders qualifications to perform, -the work described it the contract documents. Provide a list of five (5) similar projects completed in the last 5 years. Include a brief description of each project and the name and phone number of an owner or engineer contact. 3.2 Each Bidder, May be required, before a contract is awarded, to submit all or part of the information listed in Appendix No. 4a items 1 thru 11. Must submit all the information listed in Appendix No.4a items 1 thru 11 on the forms provided. City of La Porte Section 00200 Instructions to Bidders 3.3 The apparent low bidder; X Will not be required to submit an audited financial statement. .Will. be, required, only after. notification by, owner, to submit an audited financial statement to determine the.bidding capacity for the purpose of awarding contracts. Bidding capacity for each contractor shall be equal to net working capital. Net working capital is defined as current assets less current liabilities, as shown on a balance sheet audited by an independent certified public accountant. The city will determine the minimum bidding capacity for each project. Only those contractors possessing a bidding capacity meeting or exceeding that minimum will be considered qualified for the project. 3.4 The information contained in such Bidder's qualifications statement (3.2) and audited financial statement (3.3) is deemed confidential and shall not be disclosed by the city to the public or to other contractors. 3.5 The objective of the request for the qualification of Bidder is not to discourage bidding or make it difficult for qualified Bidders to file Bids. It is intended to make it possible for OWNER to have more exact information on financial ability, equipment, and experience in order to reduce the hazards involved in awarding contracts to parties who may not be qualified to perform the Work as specked. 3.6 The OWNER'S decision as to qualification of the Bidders shall be final. ARTICLE 4 - EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1 It is the responsibility of each Bidder before submitting a Bid: 4.1.1 To examine thoroughly the Contract Documents and other related data identified in the Bidding Documents including technical data, any reports and or tests referred to in Supplementary conditions --SC-4.02---------------------------- ------- . - - -------- — - --------------- 4.1.2 To visit the site to become familiar with and satisfy Bidder as to the general, local, and site conditions that may affect cost, progress, performance or furnishing of the Work; 4.1.3 To consider federal, state, and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work; 4.1.4 To study and carefully correlate Bidder's knowledge and observations with the Contract Documents and such other related data; and 4.1.5 To promptly notify ENGINEER of all conflicts, errors, ambiguities, or discrepancies which Bidder has discovered in or between the Contract Documents and such other related documents. 4.2 Information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based upon information and data furnished to OWNER and ENGINEER by owners of such Underground Facilities or others, and OWNER and ENGINEER do not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Supplementary. Conditions. City of La Porte Section 00200 Instructions to Bidders 4.3 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, other physical conditions and Underground Facilities, and .possible changes in the Contract Documents due to differing or unanticipated conditions appear in Paragraphs 4.02 and 4.03 of the General Conditions. 4.4 Before submitting a Bid, each Bidder will be responsible to obtain such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the site or otherwise, which may affect cost, progress, performance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences or procedures of construction to be employed by Bidder and safety precautions and programs incident thereto as Bidder deems necessary to determine its Bid for performing and furnishing the Work in accordance with the time, price, and other terms and conditions of the Contract Documents. 4.5 On request, OWNER will provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests, and studies as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests, and studies. 4.6 At Bidder's request, OWNER will provide the identification of the general nature of work that is to be performed at the site by OWNER or others (such as utilities and other prime contractors) that relates to the work for which a Bid is to be submitted. On request, OWNER will provide to each Bidder for examination access to or copies of Contract Documents (other than portions thereof related to price) for such work. 4.7 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied With every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods,' techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, that Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, and discrepancies that Bidder has discovered in the Contract Documents and written resolutions thereof by ENGINEER is acceptable to Bidder, and that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the work. 4.8 The provisions of IB-4.1 through 4.8, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph-4.06 of the General Conditions. ARTICLE 6 - AVAILABILITY OF LANDS FOR WORK, ETC. 5.1 The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by CONTRACTOR in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipmentor storage of materials and-equipmenYto be- incorporated -ir the Work -are to -be--- -- obtained and paid for by CONTRACTOR. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by OWNER unless otherwise provided in the Contract Documents. City of La Porte Section 00200 Instructions to Bidders 4RTICLE 6 - INTERPRETATIONS AND ADDENDA 6.1 All questions about the meaning or intent of the Bidding Documents are to be directed to ENGINEER or OWNER, in writing not less than seven (7) business days 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 on account thereof. 6.1.1 Replies will be issued by Addenda mailed or delivered to all parties recorded by ENGINEER or OWNER as having received the Bidding Documents, within three (3) business days prior to the dated fixed for the opening. All Addenda so issued shall become part of the Contract Documents. 6.2 ENGINEER will neither approve nor disapprove materials or equipment prior to the opening of Bids, unless specifically stated in bid. 6.3 Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or ENGINEER. 6.4 Each Bidder shall ascertain prior to submitting a Bid that Bidder has received all Addenda issued, and each Bidder shall acknowledge receipt on the Bid Form. Failure of any Bidder to receive any such Addenda shall not relieve such Bidder from any obligation under his bid as submitted. ARTICLE 7 - BID SECURITY, If required 7.1 Each Bid must be accompanied by Bid security made payable to.OWNER in amount of not less than 5% of the Bidder's maximum Bid price and in the form of a certified check or a Bid Bond issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. 7.2 The Bid security of the Successful Bidder will be retained until such -Bidder has executed the Agreement, furnished the required contract security, and met the other conditions of the Notice to Award, whereupon the Bid securitywill be returned. If the Successful Bidder fails to execute and .deliver the. Agreement and furnish the required contract security within 15 days after the Notice of Award, OWNER may annul the Notice of Award and the Bid security of that Bidder will be forfeited. The Bid security of other Bidders whom OWNER believes to have a reasonable chance of receiving the award may be retained by OWNER until the 7th day after the Effective Date of the Agreement with the successful Bidder or the 45th day after the Bid Opening, whichever is earlier, where upon the Bid security furnished by such Bidders will be. returned. Bid security of the other Bidders who furnished certified checks will have checks returned within seven (7) days after the bid opening. Bond Forms will be returned upon Fequest. ' " ARTICLE 8 — CONTRACT TIME 8.1 The number of days within which, or the dates by which, the Work is to be substantially completed and also completed and ready for final payment (the term "Contract Times" is defined in Paragraph 1.01 (14) of the General Conditions) are set forth in the Agreement (or incorporated therein by reference to the attached Bid Form). City of La Porte Section 00200 Instructions to Bidders ARTICLE 9 - LIQUIDATED DAMAGES 9.1 Provisions for liquidated damages, if any, are set forth in the Agreement. ARTICLE 10 - SUBSTITUTES AND "OR EQUAL" ITEMS 10.1 Materials and equipment described in the Contract Documents by using the name of a proprietary item or name of a particular supplier is intended to establish type, function, and quality. required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or equal" item or no substitution is permitted, a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER. Application for acceptance of substitutes and "or equal" items will not be considered by ENGINEER until after the Effective Date of the Agreement. The procedure for submission of any such application by CONTRACTOR and consideration by ENGINEER is set forth in Paragraph 6.05 of the General Conditions and may be supplemented in the Supplementary Conditions. ARTICLE 11 - BASIS OF DESIGN 11.1 Basis of Design: Unless otherwise indicated, design of this Project is based upon the material or Supplier's equipment named first in the list of manufacturers in a Specification section. ENGINEER has performed an evaluation of other listed manufacturers for compliance with the requirements of the Contract Documents. When other manufacturers are' listed, CONTRACTOR may be required to make modifications or adjustments, at CONTRACTOR'S expense, to coordinate the installation of the furnished equipment with associated elements of Work, such as piping and electrical connections, or support and mounting provisions. ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS, AND OTHERS 12.1 Upon request, the apparent successful bidder, or any other Bidder so requested, shall submit to. the office of ENGINEER within 6 days after the receipt of Bids, the following information: 12.1.1A list of the Work items to be performed by CONTRACTOR with his own forces; 12.1.2 A list of the names of CONTRACTOR'S proposed Subcontractors having a direct contract with CONTRACTOR and whose portion of the Work exceeds $26,000 along with the Work .to. be performed by each. 12.2 CONTRACTOR shall be required to perform with its own work forces at least 60 % of the Work, unless written consent to Subcontract a greater percentage of the Work is obtained from OWNER - ARTICLE 13 - BID FORM 13.1 Only the Bid Form included with the Bidding Documents shall be used; additional copies may be obtained from ENGINEER (or Issuing Office). 13.1.1 For lump sum bids, Bids shall be priced on a lump sum basis for the base contract and include a separate price for each alternate described in the Specifications as provided for in the Bid Form. The price of the Bid for each alternate will be the amount to be added to or deducted from the price of the base Bid if OWNER selects the alternate. City of La Porte . Section 00200 Instructions to Bidders 13.1.2 On unit price work, the Bid price shall be the total of unit prices extended by the estimated number of units set forth in the Bid and include a separate price for each alternate described in the Specifications as provided for in the Bid Form. The price of the Bid for each alternate will be the amount to be added to or deducted from the price of the base Bid If OWNER selects the alternate. As provided in Paragraph 11.03 of the General Conditions estimated quantities are not guaranteed, and determinations of actual quantities and classification are to be made by ENGINEER as provided in Paragraph 9.07 of the General Conditions. Bidder has computed unit prices as provided in Paragraph 11.03 of the General Conditions. 13.1.3 The Bid price shall include such amounts as the Bidder deems proper for overhead and profit on account of cash allowances named in the Contract Documents as provided in Paragraph 11.02 of the General Conditions. 13.1.4 Bidder is required to fill in unit prices for each item as called for on Bid Form. 13.1.5 All blanks on the Bid Fort shall be completed in ink or typed. 13.2 The Bidder, when signing the Bid(s) shall meet the following requirements: 13.2.1 The full name, telephone number, business address, and e-mail of each Bidder for communications regarding the Bid must be entered on the Bid submitted. The Bid shall be signed in the space provided therefore by written signature of the person or persons properly authorized to sign it. All names must be typed or printed below the signature. 13.2.2 A Bid submitted by an individual shall be signed by the Bidder or by an authorized agent. 13.2.3 Bids by partnerships must be executed in the partnership name and signed by a partner, whose title must appear under the signature and the official address of the partnership must be shown below the signature. 13.2.4-Bids-by corporations -must -be -executed -in -the -corporate -name -by -the -president -or a -vice -president -(or- - -- - other corporate officer accompanied by evidence of authority to sign). The corporate address and state of incorporation shall be shown below the signature. Such corporation must be licensed to do business in the state in which the Project is located before a Contract to do the Work embraced in the Bid can be signed. If a foreign corporation, the state under which it is incorporated must be named. 13.2.5 Bids which are signed by an attomey-in-fact for individuals, firms, partnerships or joint ventures shall have attached thereto a power -of -attorney evidencing authority to sign the Bid. 13.3 The Bid shall contain an acknowledgment of receipt of Addenda, the numbers and dates of which shall be .. filled in -oh -the Bid Form: _.. _....---_-._.. __...._._ . _.._ 13.4 It is the responsibility of the Bidder to submit a neat, accurate, and complete Bid. City of La Porte Section 00200 Instructions to Bidders ARTICLE 14 - SUBMISSION OF BIDS 14.1 Bids shall be submitted at the time and place indicated in the Official Notice to Bidders and shall be enclosed in an opaque sealed envelope, marked with the Project title (and, if applicable, the designated portion of the Project for which the Bid is submitted), name and address of the Bidder and accompanied by the Bid Security and other required documents. If the Bid is sent through the mail or other delivery system the sealed envelope shall be enclosed in a separate envelope with the notation 'BID ENCLOSED" and the appropriate Bid number on the face of it. No oral, facsimile, or telephone bids will be accepted. 14.2Each prospective Bidder is furnished copies of the Bidding Documents as were requested with one separate unbound copy each of the Bid Form and the Bid Bond. The Bidding Documents may be retained by the Bidder. The unbound copy of the Bid Form is to be completed and submitted with the Bid security. 14.3Bids received after the official Bid closure time will be returned to the Bidder unopened. ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID 15.1 Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 15.2Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are -then fully in conformance with these Instructions to Bidders. 15.3Bid security shall be in an amount sufficient for the Bid as modified or resubmitted. ARTICLE 16 - AWARD OF CONTRACT 16.1 OWNER reserves the right to reject any and all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if OWNER ---- - --believes-that-it.-would_not_be_in_the_best interest -off_the_P_rojecJto make an award to that Bidder,_whether..... because the Bid is not responsive or the Bidder is unqualified or of doubtful .financial ability or fails to meet any other pertinent standard or criteria established by OWNER. 16.2OWNER also reserves the right to waive all informalities not involving price, time, or changes in the Work. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. An extension may not be divided by the number of units. specified to determine a unit cost, if such is omitted by the Bidder. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. ............ 16.31n evaluating Bids, OWNER will consider the qualifications of Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices, supplemental prices, and other data as may be requested in the Bid Forth or prior to the Notice of Award. 16.4OWNER may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted upon request. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. City of La Porte Section 00200 Instructions to Bidders 16.5OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of the Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to OWNER'S satisfaction within the prescribed time. 16.6OWNER shall have the right to reject any unit prices for additions to or deductions from the Work as given in the Bid, if the prices are considered excessive or unreasonable, or to accept any unit prices which may be considered fair and reasonable. 16.7OWNER shall have the right to accept alternates in any order or combination or to not accept any, unless specifically otherwise provided. The OWNER further reserves the right to award the contract based on an adjusted base bid, which shall consist of any combination of alternate bid items and bid items included in the base bid. 16.8A Bid which does not contain a unit price which is both adequate and reasonable for each Rem named in the Bid may be considered irregular and subject to rejection. 16.91f the contract is to be awarded, it may be awarded to the lowest responsive, responsible Bidder(s). 16.10 If the contract is to be awarded, OWNER will give Successful Bidder notification within a reasonable time. ARTICLE 17 - CONTRACT SECURITY 17.1 Paragraphs 5.01 and 5.02 of the General Conditions and the Supplementary Conditions set forth OWNER'S requirements as to performance, and payment bonds. When the Successful Bidder delivers the executed Agreement to OWNER, it shall be accompanied by the required bonds. ARTICLE 18 - SIGNING OF AGREEMENT -- — 18.1 When OWNER gives a Noticec6 of Award to the Successful"Bidder, it -will -tie accompanied by -the required- - number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within 15 days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required bonds and certificates or policies of insurance as required by the Supplementary Conditions. Within 10 days thereafter OWNER will deliver one fully signed counterpart to CONTRACTOR and ENGINEER. ARTICLE 19 - WAGE RATES 19.1 Each CONTRACTOR or Subcontractor performing Work on this Project shall comply in all respects with all laws governing the employment of labor, Social Security, and Unemployment Insurance of both the state and federal government. There shall be paid each employee engaged in Work under this Contract at the site of the Project, the minimum wage for the classifications of labor employed. CONTRACTOR shall make their own investigation locally and satisfy themselves as to availability of labor. City of La Porte Section 00200 Instructions to Bidders ARTICLE 20 — STATEMENT OF MATERIALS 20.1 Fumish a contractual schedule satisfactory to City immediately after written notice to proceed. The undersigned acknowledges that the Contract entered into by and between the City and the Bidder will be a 'separated contract under Sections 151.056(b) and 151.011(a) of the Texas Tax Code and Comptroller's Rule 3 TAC, Section 291. The successful Bidder will be required to submit form A-1 Statement of Materials and Other changes. (Form provided in Appendix A). ARTICLE 21 - PRE -BID CONFERENCE 21.1 Bidders (Subcontractors and suppliers may attend); Are required to attend and participate in a mandatory Pre -Bid Conference X Are requested to attend a Pre -Bid Conference END OF INSTRUCTIONS TO BIDDERS •' City of La Porte Forms, Certifications, Notifications 00300 • Certification by bidder (Required) • Indemnity Hold_Harmless_Ag[eement_(Requlred)____._ • Protection of Resident Workers (Required) • Conflict of Interest Questionnaire (Required) City of La Porte CITY OF LA PO,RTE CERTIFICATION BY BIDDER Section 00300 City of La Porte Forms 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 bidder 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 bid, or non-compliance with said ordinance shall be just cause for rejection or disqualification of bid. 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. _(InitieToneoftheabove) Business Name: FORDE CONSTRUCTION COMPANY, INC. Address: 6842 CALLE LOZANO HOUO, / 041 Authorized Signature: Printed Name: / :TAm s R: nTAz Date: 06/.18/12 City of La Porte 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. FORDE CONSTRUCTION COMPANY, INC. Contractor TAMES S. D AZ. VTCE PRES D .NT' Printed Name City of La Porte PROTECTION OF RESIDENT WORKERS Section 00300 City of La Porte Forms 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. City of La Porte Section 00300 City of La Porte Forms i CONFLICT OF INTEREST QUESTIONNAIRE FORM MQ Forvsndor or other person doing business with focal governmental entity This gwrboand a MoKta raaag" me" to tte Is by an tor. Ica Log. R.gdar slwcwc CFFICEUSEC107. This questimrohe isbft Malin aomrdmhcewth Chapterl7e. Loral foam rent Code om heab.rd by aper=wtohae a b si ew reledonshipwde6nedbySecSon 1MMI(t-a)wilh alael grnmnwnental entity and the person meets reguhements under Section 175A00(a). By Yradsquestbm®eonstbebledwihbdgowenwnerrkal ehddynotlaterhen the 7th busbheswdayafterhe data he person becomes aware dfects QuAregldrethestate erdtDbefiled.SeeSea60n17a1)MLDca1GovemrrmACode. A pesos ccon.rts mcffensegth&personbwwkVtyviobtuSeaonl75.005.LmW GovemmerdCDdeAncff tmderthisteebmisafil—Camisdemeeror. s . Nasedpersanwho boa business retationsldp with local gdvenaaeflAlentdy. ❑ CbmkthlsbmffywfMM=tgdabtoaprrAarsk.filedquesflonnaim .. fibs law regimes tFat you Me an updated eanpldM gmsbionnake *Lb the apprapr(ale ow authority Dd . lalertun the 703. bua day db!r taw date he Dryrdytied queseomaba beoc n brmaTkb criacvnta.) .' 11a,rd laud poveT®entofReeranthrrMm6lrrbas emplvymeida'Drabmsretatiorshp. . Name of officer . The secHsfftca 3 brdur8og srbpals A 6, C 6 D) meat be.conoeted for each oBeer wth uI he flar has an .enpbyrrerdQ odw bashes retatiaeshlpas.dented by5er9m 174$ID1(1a),Local Goee mard Coda Attach adefflnef {apes to ads Farm C3Q as neoeswy. A Ls-telocalpsertrmed oftce naoedlotlds secimaxddrp a6,dybreodve toaddebhmmq othcihan bwestrred irnaoe, trio the Ba of to grwtlsmabe7 . B. htw9rdheghces5omahe mc"V ar&*io modw farddebwm . olhntsm bnesbwd&wwe,fihru crdhe d'der f of to local govenncrt oEior named in Me section AND tla taxable locums is out received ban to local gm m mental �.•"1' ❑ Yes ❑ No Q Is 03A 6W Of tds questlmmiw enipbyed by a mrporago or char business w0y wNh rasped b wAKh he 1ocW gmmrmne l officer serves as an ollfoer or dredoc or holds an ownership of 10 penxrd or more? ❑ Yes ❑ No . D. Deswbe each employment d busses refatiorhdup snlh he focal gaewent officer ranwd n to seelb m ^..Iyhbse of perah-dmr} buibma nS he godesnerea eddy Dai Adrgted OU29M07 2012 SIDEWALK REPLACEMENT PROJECT PG# 1 TARGET AREAS 8/3012011 REM. PLACE WCR MH ADJ. GV ADJ. S-C T SUB -DIVISIONS COMMENTS ADDRESS (SQFT) SQFT) EACH EACH EACH) (LF)- SA -C @ DR 16.0 16.0 4.0 Glen Meadows 4918 Parkcrest 16.0 16.0 4.0 Glen Meadows SA C ' . C� DRWY- 4922 Parkcrest 16.0 16.0 4.0 Glen Meadows -C . a DRWY. 4930 Parkcrest 16.0 16.0 4.0 Glen Meadows SAW -CUT DRWY. 5006 Parkcrest Glen Meadows BOTH SIDES OF DRWY. 5010 Parkcrest 44.0 44.01 Meadows DRWY. 5017 Parkcrest 0 0 !Glen 4.0 Glen Meadows SAW-C 5018 Parkcrest ! Glen Meadows DR�RWY. Col5026 Parkcrest .0 4.0 Glen MeadowsSA -C � DR5029 Padkcrest .0 99_ 4.0 Glen Meadows SAW -CUT DRWY. Parkcrest 5033 Parkcrest ON GLEN'MEADOWS .0 .2 Glen Meadows 5034 Parkcrest ON GLEN.MEADOWS .E Glen Meadows Glen Meadows 5101 Parkcrest .4 i1 1 Glen Meadows 5217 Parkcrest 26.4 26.4 Glen Meadows S CUT W BACK 2' 4934-5002 Creemnew, 88.0 88.0 .4.0 Glen Meadows . T DRWY. TO.DRWY. 5002-5006 Creekview 184.8 184.8 Glen Meadows 50Creekview 35.6 35.6 t Glen Meadows 1 5021 Creekview 48.0 48.0 Gl en Meadows REMOVE BROKEN CONC. FROM DRWY. 5206 Creekview 32.0 32.0 ; 1 4.0 Glen Meadows . SAW -CUT' DRWY. 5214 Creekview 16.0 16.0 8.0 Glen Meadows SCUT,BOTH SIDES DRWY.ION FARRINGTON 4901 Meadowcrest ON FARRINGTON 59.2 59.2 8.0 Glen Meadows SCUT BOTH SIDES DRWY. 5013 Meadowcrest 40.0 40.0 Glen Meadows DRWY. 5025 Meadowcrest 24.0 24.0 i - Glen Meadows - 5021 Meadowcrest 32.0 32.0 i 8.0 Glen Meadows SCUT BOTH SIDES DRWY. 5202 Meadowcrest 32.0 32.0 Glen Meadows DRWY. TO DRWY. 5205-5209 Meadowcrest 195.2 195.2 i Glen Meadows DRWY. TO DRWY. 1109 -1113 GlencFest 174.0 174.0 I Glen Meadows I 5117 Rid ecrest 18.8 18.8 Fmnt East DRWY. 10843 Mesquite 32.0 32.0 1 Fmnt:East 1 10800 Mequite 22.8 22.8 . Fmnt East BOTH DRWYS. 10908 -10912 Mes uRe 62.8 62.8 F'mnt East DRWY. TO DRWY. 10922-10924 Mesquite 169.6 169.6 1 F'mnt East 10921 Collin swood 67.2 67.2 F'mnt East 10922 -10926 Collin swood 165.2 165.2 F'mnt East 10926 -10928 Collingswood 84.8 84.8 110927 Collingswood I 44.8 4-4.81 I I I 4.0 F'mnt East SAW-CUT @ DRWY. 2012 SIDEWALK REPLACEMENT PROJECT PG# 2 TARGET AREAS 8130/2011 ADDRESS REM. PLACE WCR MH A0.1 GV ADJ. SCUT SUB-0IVISIONS COMMENTS SQFT SQFT EACH EACH EACH LF 10932 Collin swood 26.0 26.0 i F'mnt East F'mnt East 10943 Collin swood 31.6 31.6 F'mnt East DRWY. 10837 Mulbe 42.8 42.8 East -Fmnt DRWY. TO DRWY. 10838 -10840 Mulberry172.0 172.0 rill F'mnt East DRWY. 10835 Mulbe 35.2 35.2 i F'mnt East DRWY. TO DRWY. 10830 -10832 Mull be 173.6 173.E Frill East DRWY. TO DRWY. 10828 -10830 Mulberry 89.2 89.2 Fmnt East 2- DRWY. TO DRWY. & DRWY. 10828 -10822 Mulbe 389.2 389.2 Frill East 0 DRWY. 10940 Pinewood Ct 49.2 49.2 Fmnt East DRWY. 10935 Pinewood Ct 16.0 16.0 Fmnt East DRWY. 10931 Pinewood Ct 16.0 16.0 F'mnt East THRU DRWY. +ONE PANEL 10927 Pinewood (A 356.4 356.4 F'mnt East Sidewalk through Driveway 3825 Pecan Circle Ct 72.0 72.0 F'mnt East 10819 Pecan Drive 64.6 64.0 F'mnt East 10822-10824 Spruce South 144.0 144.0 F'mnt East 10900 Spruce South 64.0 64.0 F'mnt East 10943 Spruce North 24.0 24.0 F'mnt East repair 6 LF of curb 10846 Dogwood 5.0 5.0 F'mnt East 10936 Rosewood 144.0 144.0 F'mnt Central 10442 Catlett 483.0 448.0 1 F'mnt Central 10439 Catlett 405.0 370.0 1 Fmnt Central 10403 Carlow 634.0 610.0 120.0 1 1 F'mnt Central 10431 Carlow 120.0 4.0 F'mnt West SAW -CUT DRWY. 3431'Rosebe 30.0 30.0 F'mnt West 10126 Windin Trail 144.8 144.8 1 F'mnt West 2 WCRs "B' SEE PAINTED AREA 10127-10119 Windin Trail 10130 Carlow 1,475.6 1,398.4 12 Fmnt West 10115 Quiet Hill D To D 228.0 228.0 1 Spencer Landin 314 Josh Wa 108.4 108A ; S enter Landin BOTH DRWYS. 110 -114'S encer Landin West 80.0 Spencer Landin ENTRANCE TO SUB-DIV. 1050p S enter Landin Entrance 152.0 T-0LP AT S.E. COR. 4TH & FAIRMONT 409 W: Faimnont P O'Reil Auto Parts 40.0 1 Tip AT S.W. COR. 4TH & FAIRMONT 501 W. Fairmont P Cit o P280.0 53.2 1 Tip 702 W. Fairmont P Askins & Askins 2800TipE. OF800 Blk.Post Office E. of Entrance; 94 1 T-0�p "S" CURVE AT CENTER - POST OFFICE 800Blk. (Post Office) Centerin front. 126.8 j 2012 SIDEWALK REPLACEMENT PROJECT PG# 3 TARGET AREAS 8/30/2011 ADDRESS I REM. IPLACE WCR MH At> 1 GV ADJ. S-CUT SUB -DIVISIONS COMMENTS i 800 Blk Post OfficeAt 8th SL 1026 W. Fairmont P Blondie's) S.W. Cor. LCB & W. Fairmont P 1105 S. Broadway On E Fairrhont P 312 W. Main Storefronts 1 (SQFT) 34.Ul 40.0 0.0 36.01 957.31 (S 0.0 0.0 88.0 957.3 (EACH) 1 1 (EACH) (EACH) (LF) 4.0 T-O-LP T-O-LP T-O-LP T-O-LP T-O-LP S.E. COR. 8TH & FMNT - POST OFFICE N.W. COR. 8TH & FAIRMONT PKWY. AT BRIDGE TO HIKE & BIKE W. OF TEXAS, BEHIND JACK'S TREE CUTOUrS-OOORD. WrH BUSINESSES 1126 Canyon Springs 1 48.01 4.0 1 : Creekmont 1137 Canyon Springs 1 106.41 106.4 i Creekmont 1201 Canyon Springs 8721 872 Creekmont 1018 River Creek 9320 - 9321 Mohawk 1 118.31 58.8 70.0 68.8 1 Creekmont Pecan Crossin DRWY. TO DRWY. 9309 Mohawk I 9304 Mohawk ! 9301 Mohawk 9300 - 9228 Mohawk 9229 Mohawk 9209 Mohawk ON STUART)1 3806 - 3818 Stuart 1 9208 Mahan ON STUART)1 34.41 20.01 74.81 203.6 118.41 409.61 461.61 102.8 LA 20.0 74.8 203.6 118.4 409.6 461.6 102-8 1 Pecan Crossing Pecan Crossing Pecan Crossing Pecan Crossing Pecan Crossing Pecan Crossing Pecan Crossing Pecan Crossin @ DRWY. DRWY. DRWY. & DRWY. TO DRWY. + PANEL DRWY. ON STUART ST. BTWN ALL DRWYS. ON STUART ST. 9201 Barton I 24.81 24.8 Pecan Crossing @ DRWY. 9614 Rustic Gate 1 16.0 16.0 4.01 Pecan Lending 910 Hackberry 28.6 Shady Rivers 3324 Somerton I 3307 Somerton I 1400.0 700.0 Park On west side of the street vacant lot 3230 Somerton I 80.0 1 i i 1 i SCUT= SAW CUT DRWY = DRIVEWAY WRC = WHEEL CHAIR RAMP TOTAL 1 1 11748.511352&51 161 2 1 3 1 76.0 ! ! I Section 00410 City of La Portq Bid Form t BID FORM 2012 CITY WIDE SIDEWALK REPLACEMENT PROJECT SEALED BID #12027 DATE:JunC 19, 2012 Bid ofForde Construction Co..Irea.,Ior cACQRdlils , a corporation organized and existing under laws of the Slate of Texas, for Construction of P7612 C-rry afos 51oev>r►x Rs dlPr the City of Le Porte, Harris County, Texas. YRw6aT. Gentlemen: The e General Conditions undersigned Agreement, hasidder carefully Technical specifications ationsned the t and tons to Bidders, the drawings for the work therein above described and referred to In the Invitation to Bid and has carefully examined the site of the work and will provide all necessary tabor, 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 1 requirements of the City of Le Porte. Item Description of Item with Unit Bid Price Approx. Unit Total No. In Written Words Unit Quantity Amount Price 1. Sidewalk Removal $ Disposal 2. 3. (Mf7y6 7i, u.r11C5 MNo ~/f00 SF Per Square Foot Sidewalk Replacement 4" Thick Concrete @ ptr F- IDI�LWRS ANO cc110e SF Per Square Foot Handicap Ramp (ADA) @-roet.VE liuNDRBo MAD "At o EA Per Each 11,748 $ 5• 0-2 f 5$1•l)•O- 13,627 04'� t0f7`f36 16 $11200'� 1%2po •Q° City of La Porte Section 00410 4. Adjust Manhole Top DD @. Foua Numoo6o WKD QO/oo EA 2Per Each 5. Adjust Valve Box (CD•TH#t66 HuMD96D F rW AHD 0 Ao 0 EA 3 3So • l oso • o_ Per Each 6. Saw cut Concrete OUS HU#4DKSDT•8td ARD011oo LF 76 4110• QD 8 3bd' Per Linear Foot ; +. 7. 6' Wide Concrete Path 5' Thick �TENDO�RSgNO°%oo SF 4,300 0' �j3000 00 Per Square Foot rokv City.of La Porte Section 06410 Bid Form The amounts set forth 'above are current estimates"by Ooritra&tor, of the amdunts 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 in (a), (b), and (c), above. SUBSTITUTIONS:. If necessary, attach detailed,explanation to proposal. 1. (Add) (Deduct) $ �f4 2. (Add) (Deduct) $ It is understood and agreed that the work shall be complete in full within ninety (90)'calendar days after the date on which work is to be commenced as established by the Contract Documents. 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 (60ygays.foilowing data of bid opening. It is understood that the bid security accompanying this proposal shall be returned to the undepigned:.unless,_ in casg of., the acceptance of this proposal the undersigned should fail to enter into: a_cottsfniotion`cdntfacY:aod excutA bdnds'as_pidvfded jn the We 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. City of La Porte Section 00410 Bid Form In the event of Award of the Contract to the undersigned, the undersigned agrees to furnish Performance and Payment Bonds as provided in the Specificabons. The undersigned certifies that the.bid prices contained in this proposal have been carefully checked and are submitted as correct and final Date June 19:' 2o12 By •e >''s James B. Diaz Vice President Houston, T% 77041 (Address) 713-466-0511 (Telephone Number) SEAL (if Bidder is a Corporation) Acknowledge receipt of Addenda Below. Addendum No. I Date Received 06/ 11 / 12 City of La Porte BID BOND SEE ATTACHED BID BOND STATE OF TEXAS § § SURETY'S NO. COUNTY OF HARRIS § KNOW ALL MEN BY THESE PRESENTS, THAT (hereinafter called the Principal), as Principal and Section 00431 Bid Bond Form (hereinafter called the Surety), as Surety, 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 Dollars ($ ), for the payment whereof said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointty and severally, firmly by these presents. WHEREAS, the Principal has submitted a Bid to enter into a certain written Contract with Obligee for 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 Hams County, Texas. IN WITNESS WHEREOF, the said Principal and Surety do sign and seal this instrument this day of . 20_ Principal/Contractor 0 Address: NOTE: Attach Power of Attomey City of La Porte Agreement 2012 CITY WIDE SIDEWALK REPLACEMENT PROJECT SEALED BID #12027 for THE CITY OF LA PORTE THIS AGREEMENT is dated as of the day of and between The City of La Porte (hereinafter called OWNER) and _ (hereinafter called CONTRACTOR). Section 00520 Agreement in the year 20_ by OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1 -WORK 1.1 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: 1.2 The Project for which the Work under the Contract Documents may be the whole or only a part of is generally described as follows ARTICLE 2 - ENGINEER 2.1 The Project has been designed by City of La Porte hereinafter called ENGINEER and who is to act as OWNER'S representative, assume all duties and responsibilities and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3 - CONTRACT TIMES 3.1 The Work will be substantially completed within 90 calendar days after the date when the Contract Times commence to run as provided in Article2.03 of the General Conditions, and completed- and ready for final payment -in -accordance with Article14,07--of -the --General - Conditions within 120 calendar days after the date when the Contract Times commence to run. City of La Porte Section 00520 Agreement 3.2 Liquidated Damages. OWNER and CONTRACTOR recognize that.time is of. the essence of this Agreement and that OWNER will suffer financial. loss ff the:Work is.not :completed within the times :specified in Paragraph 3.1.:above, :plus ;any. extension,, thereof :allowed in accordancecwith Article12 of. the General Conditions. tThey also recognize the delays, expense and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered .by.OWNER.if.the Work is not completed on time.:. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for Aelay (but not as a penalty) CONTRACTOR shall pay OWNER $500 per day, plus additional engineering costs as set forth in Paragraph 14.09 of the Supplementary Conditions, for each day that expires after the time specified in Paragraph 3.1 for Substantial Completion until the Work is substantially complete. 3.3 Permitting CONTRACTOR or Surety to continue and finish the Work or any part of the Work after the times specified for completion, or after the date to which the times for completion may have been extended, shall in no way operate as a waiver on the part of OWNER of its rights under the Contract. ARTICLE 4 - CONTRACT PRICE OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount in. current -funds as follows: AR71CLE6- PAYMENT PROCEDURES 5.1 One time lump sum upon completion of the project satisfactory to the owner's Engineer. ARTICLE 6 - INTEREST All moneys not paid when due as provided in Article 14 of the General Conditions shall bear interest at the maximum rate allowed by law at the place of the Project. ARTICLE-7-CONTRACTOR'S REPRESENTATIONS. .... . In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 7.1 CONTRACTOR has examined and carefully studied the Contract Documents (including the Addenda listed in Article 8) and the other related data identified in the Bidding Documents including 'technical data:' 7.2 CONTRACTOR has visited the site and become familiar with and is satisfied as to the ..... general, -local, and site conditions that may -affect cost, -progress, -performance -and furnishing-- --- of the Work. 7.3 CONTRACTOR is. familiar with and is satisfied as to all federal,. state, and local Laws and Regulations that may affect cost, progress, performance, and furnishing of the Work. 7.4 CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all such examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing Of the Work or which relate to any aspect of the means, methods, techniques, sequences, and City of La Porte Section 00520 Agreement procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident .thereto. CONTRACTOR does not consider that any additional examinations, investigations, explorations, tests, studies, : or data are necessary for the performance and fumishing. of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents..:; 7.5 CONTRACTOR is aware of the .general nature of work to be performed..by,QWNER and others at the site that relates to the Work as indicated in the'Contract Documents. 7.6 CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the:site, reports, and drawings identified in the Contract Documents and all additional examinations, investigations,. explorations, tests, studies and data with the Contract Documents. 7.7 CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that CONTRACTOR has discovered in the 'Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. ARTICLE 8 - CONTRACT DOCUMENTS The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR conceming the Work consist of the following: 8.1 This Agreement 8.2 Exhibits to this Agreement 8.3 Bid Form 8.4 Performance, Payment and other Bonds as required 8.5 Notice to Proceed, not attached hereto 8.6 General Conditions (Pages #1 to #41, inclusive) 8.7 Supplementary Conditions (Pages #1 to #13, Inclusive) 8:8 -- -Specifications-bearing the title:_Project.Manual_for_and-consisting of.divisionsAnd,pagpA ......... . listed in the General Table of Contents. 8.9 Drawings, consisting of a cover sheet and sheets numbered 1 through 3 inclusive with each sheet bearing the following general title: . 8.10 Wage Rates, per Supplementary Conditions. 8.11 Addenda numbers from to inclusive City of La Porte Section 00520 Agreemgnt ARTICLE 9 -MISCELLANEOUS. ,. 9.1 Terms used in this Agreement which are defined in Article 1 of the General Conditions will !have the meanings indicated in the General Conditions. 9.2 No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge the assignor. from any duty or responsibility under the Contract Documents. 9.3 OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements and obligations contained in the Contract Documents. THE REST OF THIS PAGE IS INTENTIONALLY LEFT BLANK City of Le Porte Section 00520 "Agreement IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in triplicate. One counterpart each has been delivered to OWNER, CONTRACTOR, and ENGINEER. All portions of the Contract Documents have been signed, initialed or identified by OWNER and CONTRACTOR or identified by ENGINEER on their behalf. This Agreement will be effective on 20_, (which is the effective Date of the Agreement). FOR CONTRACTOR Attest: (Signature) (Typed Name of Contractor) (Typed name and Title) (Signature) Contractor address for giving notices: FOR OWNER Attest: (Typed Name & Title) (If CONTRACTOR is a corporation, attach evidence of authority.) (City Secretary) (Owner) City of La Porte Owner Address for giving notices: (Typed Name & Title) (City Attorney signature) (Signature) (Typed Name) City of La Porte Section 00611 Performance Bond 'Form PERFORMANCE BOND 2012 CITY WIDE SIDEWALK REPLACEMENT PROJECT SEALED BID #12027 STATE OF TEXAS COUNTY OF HARRIS KNOW ALL PERSONS BY THESE PRESENTS: That Hereinafter called Principal, and Hereinafter called Surety, are held and firmly bound unto the City of La Porte, hereinafter called Owner, in the full and just sum.of Dollars, ($ ) good and lawful money of the United States of America for the payment of which. well and truly to be made, the said Principal and Surety hereby jointly and severally bind ourselves, heir, executors, administrators, successors and assigns firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Owner, Agreement dated , to which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, -THEREFORE, THE CONDITION -OF THIS- OBLIGATION IS -SUCH, that if the said principal shall faithfully perform,said Contract and shall in all respects duly and faithfully observe and perform all and singular the covenants, conditions and agreements in and by said contract agreed and covenanted by the Principal to be observed and performed, and according to the true intent and meaning of said Contract and the drawings, and Specifications hereto annexed, then this obligation shall be void; otherwise tosemain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the same extent as if it were copied at length _. _-..-. -- ._ ..........._. ....... _... ...._herein.__._. ------.. ---_ . Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to work performed there under, or the plans, specifications, or drawings, accompanying the same, shall in anyway affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract, or the work to be performed thereunder. PROVIDED, FURTHER, that no final settlement between the Owner and the Contractor, shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. -- -...._ ....... City of La Porte - _- Section 00611 _ -- - Performance Bond Form •� IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this day of . 20 PRINCIPAL: Title: Address: SURETY: By: Title: Address: NOTE: Date of Bond must not be prior to date.of Agreement. If Contractor is Partnership, all partners should execute Bond. City of La Porte i 1. Section 00611 Performance Bond Form principals to provide the following certificates: CERTIFICATE AS TO PRINCIPAL I, , certify that I am secretary/ of which is named as principal in the within foregoing Bond, that who signed the said Bond on behalf of the principal, was then of said principal. The Bond was dully signed, sealed, and attested for and in behalf of said by authority of its governing body. (Corporate Seal - required if.. a Corporation) 2. Suretyshall provide a current power of attorney. ' 3. Date of Bond and surety power-of-attomey must not be dated prior to date of Agreement. 4. Surety companies executing bonds must appear on the Treasury Departments' most current_ list (Circular 570 amended) aiid tie authorizes to transact business iri the State ofTezas. City of La Porte Section 00612 Payment Bond Form PAYMENT BOND . Sealed Bid No.12027 STATE OF TEXAS COUNTY OF HARRIS KNOW ALL PERSONS BY THESE PRESENTS: That Hereinafter called Principal, and Hereinafter called Surety, are held and firmly bound unto the City of La Porte, hereinafter called Owner, in the full and just sum of. Dollars, ($ ) good and lawful money of the United States of America for the payment of which well and truly to be made, the said Principal and Surety hereby jointly and severally bind ourselves, heir, executors, administrators, successors and assigns firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Owner, Agreement dated the day of 20 , to which contract is hereby referred to and made. a part hereof as fully and to the same extent as if copied at length herein. NOW, .THEREFORE, THE. CONDITION.OF, THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor -and-material-to him or -a- subcontractor iri the prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the same extent as if it were copied at length herein. -- - Surety; for value -received, -stipulates and no.change,_ extension- of time,, alteration.or..... ..... addition to the terms of the contract, or to the work performed thereunder, or the specifications or drawings accompanying the same, shall in anyway effect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract, or to the work to be performed thereunder. PROVIDED, FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. City of La Porte Section 00512 Payment Bond Form IN WITNESS WHEREOF, the said Principal.and,surety have signed and sealed this instrument this day of 20 PRINCIPAL: By:_ TiUe: Address _. ..._._..... _.. _......... ..._....... __ _ ...... NOTE: Date of Bond must not be prior to date of Agreement. If Contractor is Partnership, all partners should execute Bond. City of La Porte , Section 00612 Payment Bond Form 1 principals to provide the following certificates: CERTIFICATE AS TO PRINCIPAL certify that I am secretary/ of " which is named as principal in the within foregoing Bond, that , who signed the said Bond on behalf of the principal, was then of said principal. The Bond was dully signed, sealed, and attested for and in behalf of said by authority of its governing body. (Corporate .Seal - required if a Corporation) 2. Surety shall provide a current power of attorney. 3. Date of Bond and surety power -of -attorney must not bed prior to date -of Agreement. 4. Surety companies executing bonds must appear on the Treasury Departments' most current list (Circular 570 amended) and be authorizes to transact business In the State of Texas. 1 This document has importantlegal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to'the particular circumstances of the contemplated Project and the controlling Laws and Regulations. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT JOINT CONTRACT DOCUMENTS COMNUME and Issued and Published Jointly by MCCAmerican Society Civil Engineers � '�N !`onl Society of ` f';r P►ofes°"�alona�Engineers ' `�� „art PrtilealanalEapinetriilnrPdvate RgrGcs AMERICAN COUNCIL OF ENGINEERING COMPANIES ASSOCIATED GENERAL CONTRACTORS OF AMERICA AMERICAN SOCIETY OF CIVIL ENGINEERS PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE A Practice Division ojthe NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS Endorsed by ................._....................__1�7 -.. .. _- CONSTRUCTION SPECIFICATIONS INSTITUTE EJCDC C-700 Standard General Conditions of the Cows cdoo Contran Copyright 02007 National Sodety of Profnslonai Englaeen for EJCDG AU rights tnervedr These General Conditions have been prepared for use with the Suggested Forms of Agreement. Between 'Owner and-Contractor(EJCDC C-520;or C-525, 2007 Editions). Their provisions are interrelated, and a change in one may necessitate a change in the other. Comments concerning their usageare,contained in the Narrative Guide to the EJCDC Construction Documents (EJCDC C-001, 2007 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions (EJCDC C-800, 2007 Edition). Copyright ® 2007 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794 (703)684-2882 www.nsne.ore American Council of Engineering Companies 10IS 15th Street N.W., Washington, DC 20005 (202)347-7474 www.acec.org American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 201914400 (800)548-2723 www.asee.org Associated General Contractors of America 2300 Wilson Boulevard, Suite 400, Arlington, VA 22201-3308 (703)548-3118 www.agc.org The copyright for this EJCDC document is owned jointly by the four EJCDC sponsoring organizations and held in trust for their benefit by NSPE. EJCDC C-700 Standard Cko" Condidoos of the Constracdoo Contract Copyright O 2007 Nstiooal Society of Professional Engineers for EJCDC An rights r ed. STANDARD GENERAL CONDITIONS OF,THE CONSTRUCTION CONTRACT TABLE OF CONTENTS. — Page Page Article 1— Definitions and Terminology.......................................................................................................... I 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................5 Article2 — Preliminary Matters......................................................................................................................... 6 2.01 Delivery of Bonds and Evidence of Insurance.............................................................................6 2.02 Copies of Documents....................................................................................................................6 2.03 Commencement of Contract Times; Notice to Proceed...............................................................6 2.04 Starting the Work..........................................................................................................................7 2.05 Before Starting Construction........................................................................................................7 2.06 Preconstruction Conference; Designation of Authorized Representatives.................................7 2.07 Initial Acceptance of Schedules....................................................................................................7 Article 3 — Contract Documents: Intent, Amending, Reuse ............. .................................................... :.......... 8 3.01 Intent ...................................: ..r. .......8 .................. :................................................................................ 3.02 Reference Standards.........:................................................................................................::.......... 8 3.03 Reporting and Resolving Discrepancies........................:.............................................................. 8 3.04 Amending and Supplementing Contract Documents...................................................................9 3.05 Reuse of Documents..................................................................................................:................10 3.06 Electronic Data.............................................................................:..............................................10 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................10 4.01 Availability of Lands..................................................................................................................10 4.02 Subsurface and Physical Conditions..........................................................................................11 4.03 Differing Subsurface or Physical Conditions..................................................... :....................... 11 4.04 Underground Facilities...............................................................................................................13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5 — Bonds and Insurance.....................................................................................................................16 5.01 Performance, Payment, and Other Bonds....................................._ _ 16... - Licensed Sur .., ................ . 5:02 eties and Insurers ....... ......... ............................................................16 5.03 Certificates of Insurance ............................................... ........:..........................:................... .......16 5.04 Contractor's Insurance ............................................. ........................:.......................................... 17 5.05 Owner's Liability Insurance..............:................:.........................:.............................................18 5.06 Property Insurance......................................................................................................................18 5.07 Waiver of Rights..................................................................................::.....................................20 5.08 Receipt and Application of Insurance Proceeds..................................................................:......21 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright 0 2007 National Society of Professional Engineers for EJCDC. AD rights re tmed. 5.09 Acceptance. of Bonds and Insurance; Option to:Replace..........................................................21 5.10 Partial Utilization, Acknowledgment of Property Insurer..........................................................21 Article 6 = Contractor's Responsibilities........................................................................................................ /L 6.01 Supervision and Superintendence.., .................... 7 ............. 7 ......................................................... 22 6.02 Labor, Worldng Hours ...........::......`................... .......................................................................... 22 6.03 Services, Materials, and Equipment...........................................................................................22 6.04 Progress Schedule ........................... :............................. ..................................... ......................... 23 6.05 Substitutes and "Or-Equals".......................................................................................................23 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................25 6.07 Patent Fees and Royalties...........................................................................................................27 6.08 Permits.....................::..................................................................................................................27 6.09 Laws and Regulations.................................................................................................................27 6.10 Taxes...........................................................................................................................................28 6.11 Use of Site and Other Areas .......... . ...........................................................................................28 6.12 Record Documents......................................................................................................................29 6.13 Safety and Protection.................................................:................................................................29 6.14 Safety Representative..................................................................................................................30 6.15 Hazard Communication Programs............................................................................................. 30 6.16 Emergencies 6.17 ................................................................................................................................30 Shop Drawings and Samples......................................................................................................30 6.18 Continuing the Work..........................................................................................................:........32 6.19 Contractor's General. Warranty and Guarantee...............................:..........................................32 6.20 Indemnification........................................................................................................................... 33 6.21 Delegation of Professional Design Services..............................................................................34 Article7 - Other Work at the Site................................................:.....:............................................................35 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination ........... :.......................................................................................................... .... .......35 7.03 Legal Relationships....................................................................:..............:.................................36 Article8 - Owner's Responsibilities; ........... .......................................................... ! ............................36. 8.01 Communications to Contractor...................................................................................................36 8.02 Replacement of Engineer............................................................................................................36 8.03 Furnish Data................................................................................................................................36. 8.04 Pay When Due............................................................................................................................36 805 Lands and Easements; Reports and Tests...................................................................................36 8.06 Insurance.....................................................................................................................................36 8.07 Change Orders....................................................................................................:........................36 8.08 Inspections, Tests, and Approvals..............................................................................................37 8.09 Limitations on Owner's Responsibilities .....: .................. .... ..... :37. .. ......... . 8.10 Undisclosed Hazardous Environmental Condition....................................................................37 8.11 Evidence.of Financial Arrangements.........................................................................................37 8.12 Compliance with Safety Program...............................................................................................37 Article 9 -Engineer's Status During Construction................................................................................... 37 9.01 Owner's Representative..............................................................................................................37 9.02 Visits to Site.... .........................................:..................................................................................37 EJCDC G700 $hndard Geoaral Condltiom of Ne Construction Contract Copyrk&t 02007 National society of Professional Engluters for EJCDC. AD rights rm"e(L Paee a 9.03 Project Representative..................................................................................................:.............38 9.04 Authorized Variations in Work..................................................................................................38 9.05 Rejecting Defective Work..........................................................................................................38 9.06 . Shop Drawings,tChange.Orders.and,Payments......................... :..:..:......:...........:.:......:....::.:..:..:..38 9.07 Determinations for Unit Price Work ............... :....... ::....:................. :....:............. :................... :...:.39 9.08 Decisions on Require ' ments, of Contract Documents and Acceptability. of Work..,.........:........39 9.09 Limitations on Enginer's. Authority and Responsibilities ........................ ............................ ...39 . 9.10 Compliance. with Safety Program..................................................::.....................:............::...:i:.40 Article 10 - Changes in the Work; Claims.................................................................................:::.:.:...........40 10.01 Authorized Changes in the Work.................................................................:.............................40 10.02 Unauthorized Changes in the Work...........................................................................................40 10.03 Execution of Change Orders.......................................................................................................41 10.04 Notification to Surety..................................................................................................................41 10.05 Claims.................................................................................................................:........................41 Article I I - Cost of the Work; Allowances; Unit Price Work.......................................................................42 11.01 Cost of the Work......................................................................................:..................................42 11.02 Allowances........ 11.03 Unit Price Work .............................................. 45 Article 12 - Change of Contract Price; Change of Contract Times...............................................................46 12.01 Change of Contract Price ............................................................................................................46 12.02 Change of Contract Times..........................................................................................................47 12.03 Delays .................... :......................................................................................................... ............ 47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................48 13.01 Notice of Defects ............. :.......................................................................................................... 48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 .13.05.Owner May. Stop. the Work..........................................................................................................50 13.06 Correction or Removal of Defective Work..........:..................................................................... 50 13.07 Correction Period........................................................................:...............................................50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 Owner May Correct Defective Work.........................................................................................51 Article 14 - Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 14.03..Contracto?s Warranty. of Title ................. :.................................................................................. 55...._ 14.04 Substantial Completion...............................................................................................................55 14.05 Partial Utilization........................................................................................................................56 14.06 Final Inspection....................................................................:......................................................56 14.07 Final Payment..............................................................................................................................57 14.08 Final Completion Delayed..........................................................................................................58 14.09 Waiver of Claims........................................................................................................................ 58 E7CDC C-700 Standard General Conditions of the Construction Contract Copyright 0 2007 National Surety of professional Eognee a for E1CDC. AB rights reserved Article 15 — Suspension of Work and Termination ......................................... ............................................... 58 15.01 Owner May Suspend Work...........................................................:.........:..................................58 15.02 Owner May Temunate for Cause ............ ................................................................................... 58 15:03 OwnerMay Terminate for Convenience.:......::......:::................:.....i....:.:...:..:.:.......::.:.............60 15.04 Contractor May Stop Work or Terminate....................:.........::..::..............................................60 Article 16 — Dispute Resolution......................................... ......... ..,,:...... ................61 16.01 Methods and Procedures.........................................................:..:...:...:.:......................................61 Article17 — Miscellaneous..............................................................................................................................61 17.01 Giving Notice ..............................................................................................................................61 17.02 Computation of Times................................................................................................................61 17.03 Cumulative Remedies.................................................................................................................62 17.04 Survival of Obligations...............................................................................................................62 17.05 Controlling Law......................................................................................................:...................62 17.06 Headings ..................... :................................................................................................................ 62 EJCDC C-700 Standard General Conditions of the Conti ction Contract Copyright 02007 National Society of Professional Engineers for EJCDC. AD rights reserved .' ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms , A. Wherever used in the Bidding Requirements, or Contract Documents and printed with initial capital letters,.the terms listed: below•will,have.the meanings, indicated which.are applicable. to both the;singular and plural theredv In addition to terms specifically defined terms with initial capital letters in the Contract Documents include: references to identified articles ;and paragraphs, and the titles of other documents or forms. 1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between Owner and Contractor covering the Work. 3. Application for Payment —The form acceptable to Engineer which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action. levels established by the, United States Occupational Safety and Health Administration. 5. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the. prices for the Work to be performed. 6. Bidder —The individual or entity who submits a Bid directly to Owner. 7. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 8. Bidding Requirements --The advertisement or invitation to bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 9. Change Order —A document recommended by Engineer which is signed by Contractor and Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 10. Claim —A demand or assertion by. Owner or Contractor seeking an adjustment of Contract Price .or -Contract -Times,.or_both, or.other-relief .with. respect. to-the-terms-of-the-Contract..A- - .. demand for money or services by a third party is not a Claim: 11. Contract —The entire and integrated .written agreement between the Owner and Contractor concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether.written or oral. EJCDC C-700 Standard General Conditionsof the Comb cdon Contract Copyright 02007 National Society of Professional Engineers for EJCDC. All rights reserved Page 1 of 62 12. Contract Documents —Those items so ,designated in the -,Agreement Only printed or,hard copies of the items listed in the Agreement are Contract Documents. Approved Shop Drawings, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. . 13. Contract Price -The moneys payable by Owner to Contractor for completion of the Work in accordance with the Contract Documents -sas 'stated in :the Agreement (subject to the provisions. of Paragraph 11.03 in the case of Unit Price Work). 14. Contract Times —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any; (ii) achieve Substantial Completion; and (iii) complete the Work so that it is ready for final payment as evidenced by Engineer's written recommendation of final payment. 15. Contractor —The individual or entity with whom Owner has entered into the Agreement. 16. Cost of the Work —See Paragraph 11.01 for definition. 17. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Shop Drawings and other Contractor submittals are not Drawings as so defined. IS. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 19. Engineer —The individual or entity named as such in the Agreement. 20. Field Order —A written order issued by Engineer which requires minor changes in the Work but which does not involve a change in the Contract Price or the Contract Times. 21. General Requirements —Sections of Division 1 of the Specifications. 22. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 23. Hazardous Waste —The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 24. Laws and Regulations; Laws or Regulations —Any and all applicable laws, rules, regulations, _... _ .._.ordinances,..codes,.and_orders_of any._and all_gov_emmental bodies,, agencies, authorities, and courts having jurisdiction. 25. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 26. Milestone —A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. E2C7>C C-700 Standard Gmenl Conditions of the Construction Contract Copyrigbl 02007 National Society of Proresslonsl Enginecrs for FJCDC AR rights r ed. Pa¢e2 of 62 27. Notice ofAward—The.written. .notice.by Ownento the Successful Bidder,stating„that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, Owner will sign and deliver the Agreement.. . 28. Notice to.Proceed--A written, noti=given.by Owner,to Contractor fixing the.date on which the Contract Times will .commence :to run and on. which Contractor shall start to perform the Work under the Contract Documents.., :.; r. 29. Owner —The individual or entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 30. PCBs --Polychlorinated biphenyls. 31. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 32. Progress Schedule ---A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Tunes. 33. Project —The total construction of which the Work to be performed under the Contract Documents may be the whole, or a part. 34. Project Manual --The bound documentary information prepared for bidding and constructing 'the Work A listing of the contents of the Project Manual, which may be bound in one or more volumes, is contained in the table(s) of contents. . 35. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 36: Resident Project Representative —The authorized representative- of Engineer -who may be assigned to the Site or any part thereof. 37. Samples —Physical examples of . materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 38. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities.—•.----- --- -- - ... - -- - ------ - __... 39. Schedule of. Values —A schedule, prepared and maintained by Contractor, allocating portions of the. Contract -Price to various.. portionsof the,Work and. used as,the basis for -reviewing Contractor's Applications for Payment.., EJCDC C-700 Standard Gentral Conditions of the Conan cdon Contract Copyright O 2007 national society of Professional Engineers for FJCDC. AD rights reserved Pate of 62 40. Shop -Drawings.. All . drawings, : diagrams, :illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 41. Site —Lands or areas indicated in the. Contract -Documents as being.fumished by Owner upon which the Work' is to be, performed, > including rights-bf-.way :and. easements for access thereto, and such other lands f miished .by Owner; which are designated .for the use of Contractor. 42. Specifications --That part of the Contract Documents, consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. 43. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 44. Substantial Completion —The time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of Engineer, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof)can be utilized for the purposes for -which it is intended. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. 45. Successful Bidder The Bidder submitting a responsive Bid to whom Owner makes an award. 46. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General' Conditions. 47. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 48. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 49. Unit Price Work —Work to be paid for on the basis of unit prices. 50. Work=The entire construction or the various separately -identifiable parts thereof required .to___ ... _...... be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 51. Work Change Directive —A written statement to Contractor issued on or after the Effective Date of the Agreement and signed by Owner and recommended by Engineer ordering an P.JCDC C-700 Standard General Conditions of the Construction Contract Copyright O 2007 National Society of Professional Po&"n for EJCDC. All rights reserved. Paae 4 of.62 addition, deletion, ,or .revision :in. the ,Work, or responding .to. differing .,or ,unforeseen subsii a or physical conditions under which the ,Work is .to be performed or to ' emergencies. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the. change ordered.or documented by a Work' Change Directive wi11 be 'uiegiporat . :in a' subsequently' issued Change Order following negotiations bythe parties as to. its effect, if any, off the Contract Price or Contract Times. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through F are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of professional judgment by Engineer. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of Engineer as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely: to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Document -(unless there is a specific statement indicating otherwise). The, use of any such term or adjective is not intended to and: shall not be effective to assign to Engineer any duty or authority to supervise or direct tile' performance of the Work, or any duty. or authority to undertake responsibility contrary; to. the provisions of Paragraph 9.09 .or, any other, provision of the Contract Documents. .:. . C. Day:. . 1. The word "day" means.a calendar day of 24 hours measured .from midnight to *the next midnight. D. Defective: 1. Thb -word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or lis does not meet the requirements -of any applicable inspection, reference stan8ar8, task or approval referred to in the Contract Documents; or. c: has been damaged prior to Engineer's recommendation of final payment (unless responsibility for the protection thereof has been assumed by .Owner at Substantial Completion in accordance with Paragraph 14.04 or 14.05). E. Furnish, Install, Perform, Provide: EJCDC C-700 Standard General Conditions of the Constriction Contract Copyright 02007 National society of Professional Engineers for ETCDC. Ali right; reserved Paee5 of 62 1. The word... "famish,", when used in connection with services, materials, .or;equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or. installation and in usable or operable condition. 2. The word "install," when used m connection with services, materials, or,equipment, shall mean to put into use or place in final position said services, materials,.or equipment complete and ready for intended use. 3. The words "perform" or "provide," when used in connection with services, materials, or equipment, shall mean to famish and install said services, materials, or equipment complete and ready for intended use. 4. When "furnish," "install," "perform," or "provide" is not used in connection with services, materials, or equipment in a context clearly requiring an obligation of Contractor, "provide" is implied. F. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning.. ARTICLE 2 — PRELDUNARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance A. When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner such bonds as.Contractor may be required to furnish. B. Evidence of Insurance: Before any Work at the Site is started, Contractor and Owner shall each deliver to the other, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance which either of them or any additional insured may reasonably request) which Contractor and Owner respectively are required to purchase and maintain in accordance with Article 5. 2.02 Copies of Docwnents A. Owner shall famish to Contractor up to ten printed or hard copies of the Drawings and Project Manual. Additional copies will be famished upon request at the cost of reproduction. 2.03 Commencement of Contract Times; Notice to Proceed A. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Agreement-or,..if-allotice_to. Proceed -is -given, on_.the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days. after,the Effective Date of the Agreement. In no event will the Contract Times commence to run later than the sixtieth day after the day of Bid opening or the thirtieth day after the Effective Date of.the Agreement, whichever date is earlier. E2CDC C-700 Standard Gcnerar Conditions of the Constroctlon Contract Copyright 02007 National Society of Professional Engineers for EICDC. All right, reserved. Pace 6 of 62 _ 2.04 Starting the Work A. Contractor shall start to perform the Work on the date when the Contract Times commence to run. No Work shall :be done at the Site. prior to the;date.on which the Contract Times commence to run. 2.05 Before Starting Construction:; i A. Preliminary Schedules: Within 10 days after the Effective Date of the Agreement (unless otherwise specified'in the General Requirements), Contractor shall submit to Engineer for,timely review: 1. a preliminary Progress Schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2. a preliminary Schedule of Submittals; and 3. a preliminary Schedule of Values for all of the Work which includes quantities and prices of items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail . to. serve as the basis for progress payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. :2.06 Preconstruction Conference; Designation of Authorized Representatives A. Before any Work at the Site is started, a conference attended by Owner,. Contractor,:Engineer,. and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in Paragraph 2.05.A, procedures for handling Shop Drawings and other submittals, processing Applications for, Payment, and maintaining required records. B: At this confererice Owner'and Contractor each shall -designate; irrwriting; a specific individual to act as. its authorized representative with respect to the services and responsibilities under the Contract. Such individuals shall have the authority to transmit instructions, receive information, render decisions relative to the Contract, and otherwise act on behalf of each respective party. 2.07 Initial Acceptance of Schedules A. At least 10 days before submission of the fast Application for Payment a conference attended by Contractor, Engineer, and'others as. appropriate will be held to review for acceptability to _.. _ Engineer --as- provided --below the4-schodules- submitted -in- accordance -with- Paragraph 2:05A. Contractor shall have anadditiona110. days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to Contractor until acceptable schedules are submitted to Engineer. 1. The Progress Schedule will be acceptable to Engineer if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of EJCDC C-700 Standard General Condition of the Cow. cdon Contract Copyright 62007 National Society of Professional Engineers for EJCDC. All rights revved Pave 7 of 62 the Work, nor interfere with or relieve Contractor from Contractor's full .responsibility therefor. 2. Contractor's Schedule of Submittals will be acceptable to; Engineer -if it.provides a workable arrangement for reviewing and processing the required submittals. 3. Contractor's Schedule of Values will be acceptable to Engineer,as. to. form and substance if it provides a reasonable allocation of the Contract Price to component parts of the Work. ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to Owner. C. Clarifications and interpretations of the Contract Documents shall be issued by Engineer as provided in Article 9. 3.02 Reference Stwulardr A. Standards; Specifications, Codes, Laws; and Regulations Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by -implication; shall -mean -the -standard, specification, -manual, code, or. Laws or Regulations . in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of Owner, Contractor, or Engineer, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract.Documents. No such provision or. instruction shall be effective.to assign to Owner, Engineer, or any of their officers, directors, members;: partners,. employees, consultants-or-srbcontractors;-any-duty._or... authority--to...supervise,_or... direct. the- .......... performance of the. Work or any duty or. authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: EJCDC C-700 Standard Gencrel Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Pages of 62- 1. Contractor's Review -of Contract Documents Before Starting. Work -.,; Before. ,undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements. Contractor shall promptly report dri writing to Engineer any conflict, error,. ambiguity, or discrepancy which Contractor discovers; or :has actual knoWled&'o' f,, arid sMl:;obtdin a written interpretation or clarification from Engineer before proceeding with. any Work affected 2. Contractor's Review of Contract Documents During Performance of Work- If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contrac; . t Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to Engineer in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph 6.16A) until an amendment or supplement to the Contract Documents has been issued by . one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as rnay . be otherwise specificaUy stated iiiii the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and: a. the provisions of any standard, specification, manual, or code, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents); or b. tlie provisions of any Laws or Regulations app ic ble to the performance of the Work tio pe iman (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additi6ns,.deletions, and revisions in the Work or to modify the terms and conditions thereof by either a Change Order or a Work Change Directive. 8. Therequirementsof the. -Contract Documents 'may be-sup-p-lem-eni , and -minor - variations , - - a . nd deviations in the Work may be authorized, by one or more of the following ways: 1. A Field Order, 2. Engi I n . per's approval of a Shop Drawing or Sample (subject to the provisions of Paragraph 6.17.D.3); or EJCDC C-700 Standard General Conditions of the Consh eflonContrad Copyright 02007 National society of Professional Engineers for EJCDC Ali rights reserved. Pate 9 of 62 3. Engineer's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor,or Supplier,shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer or its consultants, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaptation by Engineer. B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data famished by Owner or Engineer to Contractor, or by Contractor to Owner or Engineer, that may be relied upon are limited to the printed copies (also known as hard copies). Files in electronic media format of text, data, graphics, or other types are famished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govem. B. Because I data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data's creator, the party receiving electronic files agrees that it will perform acceptance tests or procedures within 60 days, after which the receiving party shall be -deemed to have accepted the data thus transferred. Any errors detected within the 60-day . acceptance period will be corrected by the transferring party. C. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL, CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. Owner shall finish the Site. Owner shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work Owner will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. If Contractor and Owner are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the EJCrtC C-700 Sbadard General Condidons of the Coaslruedon Contract Copyrfebt 0 2oo7 National Sodety of Professional En4taeers for EJCDC Allrl¢hb reserved Contract Price.or,ContractiTimeS,;.or:both, as a result:ofany:delay,-in,Owner'.s furnishing the Site or a part thereof, Contactor may make a Claim therefor as provided in Paragraph 10.05. B. Upon teas onable written:,request;:Ownershall•fumish;Contractor,with';a current; statement of record legal,title and legal description of the lands upon which the Work4s7to.be performed and Owner's interest therein as necessary for giving notice of or.f ling a mechanic's or construction lien against such lands in accordance with'applicable Laws and'Regulations: C. Contractor, shall provide for all additional lands and ;access thereto that may be .required for temporary construction facilities or storage of materials and equipment r 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to Owner of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to Owner of physical conditions relating to existing surface or subsurfacestructures at the Site (except Underground Facilities). B. Limited Reliance_ by. Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, ;but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data;" Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers; directors; members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness.of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safetyy precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contactor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A... Notice.-_. If. Contractor. - believes -that-any subsurface -or physical condition -that is -uncovered or revealed either: 1. is of such a nature as.to establish that any "technical data" on which. Contractor is entitled to rely as'provided in Paragraph.4.02 is materially inaccurate; or . 2. is of such a nature as to require a change in the Contract Documents; or 1 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright 02007 National Society ofProBssiotudEngineen for EJCDC AU rights reaerved. Page 11 of 62 3. - differs materially from.that shown or indicated -in the Contract Documents;. or 4. is of an unusual nature; and differs materially from conditions ordinarily encountered and generally: recognized:as inherent in work 4,of the. :character.,provided..for in .the., Contract :Documents; — then Contractor shall, promptly pftgr,becoming aware_ithereof#nd;before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), notify Owner and Engineer;in writing about such condition. Contractor shall .not f irther.disturb such condition or perform any Work, in connection therewith (except as aforesaid) until receipt of written order to do so. B. Engineer's Review: After receipt of written notice as required by Paragraph 4.03.A, Engineer will promptly review the pertinent condition, determine the necessity of Owner's obtaining additional exploration or tests with respect thereto, and advise Owner in writing (with a copy to Contractor) of Engineer's findings and conclusions. C. Possible Price and Times Adjustments: The Contract Price' or the Contract Times, or both, will be equitably adjusted to the extent that the existence of such differing subsurface or physical condition causes an increase or decrease in Contractor's cost of, or time required for, performance of4he Work; subject, however, to the following: a. such condition must meet any'dne 'or moreof the categories described in Paragraph 4.03.A;'and b. with respect to Work, that is paid for on a unit price basis, any adjustment in Contract Price will be subject to the provisions of Paragraphs 9.07 and 11.03. 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if: a. Contractor knew of the existence of such conditions -at the time Contractor -made a final commitment to Owner with respect to. Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or b. the existence of such condition could reasonably have been discoveredor revealed as a result of any examination, investigation, exploration; test, or study of the Site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's making such final commitment; or c.—Contractorfailed-to give -the -written notice as required by:Paragraph_4.03.A.___ _ 3. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both; a Claim may be made therefor as provided in Paragraph 10.05. However, neither Owner or Engineer, or any of their officers, directors, members, partners; employees, agents, consultants, or subcontractors shall be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other FJCDC C•700 Standard General Conditions of the Constroeson Contnot Copyright 0 2007.Nationsl Society of professions] Engineers for E2CDC. All rights rraervea professionals Wand -all court or arbitration or other dispute resolution.: costs) sustained by Contractor on or in connection with any other projector anticipated project. . 4.04 Underground Facilities A. Shown or Indicated: The information:and data. shown or indicated in.the;Contract Documents with respect to existing. Underground Facilities at:or contiguous to ;;the Site.;is;based on information and data furnished.to Owner or Engineer by. the owners o::such. Underground Facilities; • including Owner; or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. Owner and Engineer shall not be -responsible. for the accuracy or completeness of any such information or data provided by others; and . 2. the cost of all of the following will be included in the, Contract Price, and Contractor shall have full responsibility for: a. reviewing and. checking all such information and data; .. b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination of the,.Work with.the owners of such Underground Facilities, including Owner, during construction; and d. the safety and protection of all such Underground Facilities: and repairing any damage thereto resulting from the Work B. Not Shown or Indicated: If an Underground Facility is uncovered or revealed of or'contignois to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy, in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected -thereby or -performing any Work in connection therewith (except in an emergency as required by Paragraph, 6.16.A), identify the owner of such Underground Facility and give written notice to that owner and to Owner and Engineer. Engineer will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents.. to reflect and document the consequences of the existence or location of the Underground Facility. During such time, Contractor shall be responsible for the safety and protection of such Underground Facility. 2. If Engineer concludes .that a change in the Contract Documents is required, a Work Change - — Directive or -a -Change -Order will -be issued to reflect -and document such -consequences. -An equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated :or not shown or :indicated with ,reasonable accuracy in the Contract Documents and that Contractor. did not know.of and could not reasonably have been expected to be aware of or to have anticipated. If Owner and Contractor are unable to agree on entitlement to or on -the amount or extent, if any, of any such adjustment in.Contract Price EJCDC C-700 Standard General Conditions of the Construction Contract Copyright 02007 National Society of professional Engineers for EJCDC. AU rights reserved Pace 13 of 62 or Contract Times, Owner- or Contractor.. may.. make a Claim therefor, as provided in Paragraph 10.05. 4.05 Reference Points A. owner. shall provide engineering surveys. to:estabhsh.reference,points for construction which in Engineer's judgment are necessary to enable Contractor. to proceed ,with the..Work:.Contractor shall be -responsible for laying out the Work; shall. protect And preserve,the established reference points, and property monuments; and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any. reference.point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to Owner relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data," Contractor may not rely upon or make any claim against Ovirier of trigineer; or any oftheir officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction, to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in suc reports orshown. or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract'Documents to be within the scope of the Work. Contractor shall be responsible fora Hazardous Enviramrieiital-Condition-created--with any -materials -brought -to -the -Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental. Condition, Contractor shall 'immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by E]Cf1C C-700 Standard Gen" Conditions of the Comtruction Contract Copyright O 2007 National Society of Professional Engineen for EJCDC. An rights reserved Pace 14 of.62 •Paragraph 6!16:A); and, ii) notify..Owner.and Engineer. (and promptly thereafter, confirm such notice in writing). Owner shall promptly consult with Engineer concerning the. necessity for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. Promptly after consulting with Engineer, Owner shall • take- "such` actions °as , im necessary. to permit Owner to. timely obtain required permits. and provide Contractor the .written notice required,by Paragraph 4.06.E, . E. Contractor shallknot be`, required to�resume'Work m connecuohwith such condruon''or m any affected area until after Owner has obtamad'any required pihnits,*ielated'th6ret6ind delivered written notice to Contractor.' (i) specifying that'such'conditionand any affeoted•area is or has been rendered safe for the resumption of Work; or (h) specifying any special conditions under which such Work may be resumed safely. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by Contractor, either party may make a Claim therefor as provided in Paragraph 10.05.. F. If after receipt bf such written notice Contractor does not agree to resiime°such Work based on a reasonable belief it is unsafe, or does 'not agree to resume such Work under such special conditions, then Owner may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any; of an adjustment -in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a Claim therefor as, provided in Paragraph 10.05. Owner may have such deleted portion of the Work performed by Owner's own forces or others in accordance with Article 7. G. To the fullest extent permitted bylaws and Regulations, Owner shall indemnify and hold harmless Contractor, Subcontractors; and Engineer, and the officers, directors; members, partners; employees; agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute -resolution costs) -arising out -of -or relating -to a -Hazardous -Environmental -Condition; provided that such Hazardous Environmental Condition: (i) was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be included within the scope of the Work, and (ii) was not created by Contractor or by anyone for whom Contractor is responsible.,Nothing in this Paragraph 4.06.G shall obligate Owner to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and -subcontractors -of -each- and any -of them from -and --against- all -claims; -costs; - losses, and. damages (including but not limited, to all fees and charges of engineers; architects, attomeys,•and other professionals and all court or arbitration or other dispute resolution costs) arising put of or•relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this, Paragraph 9.06 H; shall obligate Contractor to indemnify' any individual or entity from and against the consequences of that individual's or entity's own negligence. E7C3)C C-700 Standard General Conditions of the Construction Contract Copyright 02007 National Society of Prokniooal Engineers for EJCDC AU rigbts reserved .. Page 15 of 62 I. The provisions of Paragraphs 4.02, 4.03,-and 4,04 do, not apply to a Hazardous, Environmental Condition uncovered -or revealed -at -the -Site. -- ARTICLE 5.- BONDS AND.INSURANCE 5.01 Performance, Payment, and Other Bonds A. ,Contractor shall furnish performance and;payment bonds, each in an amount at least,equal. to the Contract Price as security: for. the faithful performance and .payment,of, all of Contractor's obligations under.the,Conhact Documents. These bonds, shall remain m effect until one year after the date when final payment becomes. due or until completion of the correction period specified in Paragraph 13.07, whichever is later, except as provided otherwise by Laws or Regulations or by the Contract Documents. Contractor shall also furnish such other bonds as are required by the Contract Documents. B. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding.Certificates of Authority as Acceptable Sureties on FederaltBonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a certified copy of that individual's authority to bind the surety. Theevidence of authority shallshow that. it is effective on the date the agent or attorney -in -fact signed each bond. C. If the surety on any bond f imished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of Paragraph. 5.01.B, Contractor shall promptly notify Owner and Engineer and shall, within 20 days after the event giving rise to such notification, provide another bond, and surety, both of which shall comply with the requirements of Paragraphs S.O 1.B and 5.02. 5.02 Licensed Sureties and Insurers A. All bonds and insurance required by the Contract Documents to be purchased and maintained by Owner or Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.03 Certificates oflnsfrance A. Contractor shall deliver to Owner, with copies to each additional insured and loss. payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of incnrwnee requested by Owner or any other additional insured[) which Contractor is required to purchase and maintain. FJ(DC C-700 Standard General Cond,dooa of the Construction Contract Copyright 02007 National Soe&ty of Professional Engineers for E]CDC. All rights reserved Paste 16 of 62 , B. Owner shall .deliver to..Contractor, with , copies. .to..: each. additional. insured. and loss payee 'identified in. the Supplementary Conditions,, certificates of insurance (and .other evidence of 1 insurance requested by Contractor or any other additional insured) which Owner is required to purchase and.maintain. • C. Failureof ,Owner. to :demand such;, certificates; or other evidence of, Contractor's full compliance with :these.,insurance requirements;,or f tilure.of ,Owner to identify a deficiency. in compliance from. the evidence provided shall not be. cAnst.rued.as. a waiver of Contractor's obligation .to maintain such insurance. D. Owner does not represent that insurance coverage and limits established in this Contract necessarily will be adequate to protect Contractor. E. The insurance and insurance limits required herein shall not be deemed as a limitation on Contractor's liability under the indemnities granted to Owner in the Contract Documents. 5.04 Contractor's Inawance A. Contractor shall purchase and maintain such insurance as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from. Contractor's .performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees; 3. claims. for damages because of bodily injury, sickness or disease, or death of any person --other than Contractor's employees; _..._... 4. claims for damages insured by reasonably available personal injury liability coverage which are sustained: a. by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or b. by any other person.for any other reason;. 5. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 6. claims for damages because. of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. B. The policies of insurance required by this Paragraph 5.04 shall: EJCDC C-700 Standard General Conditions of the Consh ction Contract Copyright 02007 National Society of professional Engineers for EJCDC, All rights reserved Paee.17 or 62 .--I. with respect:to.insurance required :by. Paragraphs. 5:04A.3.through, 5.04.A:6,inclusive, be written on an 'occurrence basis, include as additional insureds .(subject.to any customary exclusion regarding professional liability) Owner and Engineer, and.any other individuals or entities: identified in the Supplementary Conditions, all of whom;shall,be listed, as additional insureds, and include coverage for the respective officers, directors, members, partners, employees, agents,11 onsultants and .saboontractors of each and any of all such additional insureds; ;and the`'l isurince'afforded-to'thesef additional "-,insureds',shall°probide primary coverage for all clairims covered thereby; 2. include at least the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater 3. include contractual liability insurance covering Contractor's indemnity obligations under Paragraphs 6.11 and 6.20; 4. contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the Contractor pursuant to Paragraph 5.03 will so provide); 5. remain in effect at least until final payment and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work in accordance with Paragraph 13.07; and 6. include completed operations coverage: a. Such insurance shall remain in effect for two years after final payment. b.. Contractor shall famish Owner and each other additional insured identified in the Supplementary Conditions to -whom a certificate -of insurance has been -issued, evidence satisfactory to Owner and any such additional insured of continuation of such insurance at final payment and one year thereafter. 5.05 Owner's Liability Instirance A. In addition to the insurance required to be provided by Contractor under Paragraph 5.04, Owner, at Owner's option, may purchase and maintain at Owner's expense Owner's own liability insurance as will protect Owner against claims which may arise from operations under the Cotitcacf ocuments:....--------- -- -._. -...-- --- --- ----- - 5.06 Propertylnsurance 'A. Unless otherwise provided in the Supplementary Conditions, Owner shall purchase and maintain property incur 66 upon the Work at the Site in the amount of the full replacement cost thereof (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations): This insurance shall: EJCDC C-700 Standard Geaeral Conditions of the Construction Contract Copyright O 2007 National Society of Professional Engineers forEJCDG Ass rights reserved Page 18 of 62 _ 1. include ,the 4merest.s. ofOwner, Contractor;: Subcontractors, ineer,,:pnd;imy other , ,s,, and .Engineer, individuals or en . tities identified in the Supplementary Conditions, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of ::.them, each, of Whom is deemed to have an, insurable interest and: shall be,listed as a loss .piyee- 2. be mrittJewoha-Builder"s Risk "all -risk"dpolicy-I fornf.thit shall at least include -insurance for physical loss or.damage to the Nork,4 temporary; biiildiiigs;�,fa.Isewgrk,%.:and .:materials and equipment in transit, and shall insure against at least the following perils or Causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief,' earthquake; collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, wafer damhge (other than that caused by flood), and such other perils or causes of loss as may be specifically required by the Supplementary Conditions. 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects); 4. cover materials and equipment stored at the Site or at another location that was agreed to in writing by Owner prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment,recommended by Engineer, 5. allow for.,partial utilization of the Work. by Owner; 6. include testing and startup;, and 7 1 6e* maintained in effect until find payment is made un ess otherwise, agreed to in writing by owner, Contractor, and, Engineer with 30 days written notice to: each other loss payee to whom a certificate of insurance, has,been issued...... B. Owner shall purchase and maintain such equipmentlbrtakd6Wn insurance or additional. property insurance as may be required by the. Supplementary Conditions or Laws and Regulations which will include. the interests of Owner, Contractor, Subc6n"tractors, and Engineer, and, any other individuals or entities "identified in the Supplementary Conditions,- and the -officers, directors' - members, partners, employees, agents, consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as a loss payee. C. All the policies of .*insurance' (and the certificates or other evidence thereof) required to be purchased and maintained in accordance with this Paragraph 5.06 will contain a provision or endorsement.that the coverage afforded will not be canceled, or materially changed or renewal refused until at least 30: days prior.wrinen. notice has been given to Owner and Contractor and to each other loss payee to whom a certificate of insurance has been issued and will contain waiver . ...... .... D. Owner shall not be responsible for purchasing and maintaining any property insurance specified in this Paragraph 5.06: to protect the interests. of Contractor, Subcontractors, or others, in the Work- to.. thp., extent. of any de.d,uct.i.tle..amounts ;that are idePtifed.,in.,,the Supplementary Conditions. The risk of loss withinI such identified deduct . ible amount will be borne by Contractor, Subcontractors, or others suffering any such loss, and if any of them wishes property EJCDC C-700 Standard General Conditions of the Construction Contract Copyright 02007 NodorW society of ProfeWonel Engineers for F.JCDC. AD rights reserved. Pace 19 of 62 5.07 insurance coverage within.the limits of such amounts, each. may purchase and maintain it at the purchaser's own expense. E. If Contractor -requests. jn writing _:that,other, special : insurance_; be included in the property insurance policies provided under this Paragraph 5.06, Owner shall, if possible, include such insurance, and the cost thereof will be charged to Contractor.by appropriate Change Order. Prior to commencement.of:the Work•.at.the, Site, Owner shall in writing (advise. Contractor whether or not.such other insurance hasbeen, procured by Owner. Waiver of Rights A. Owner and Contractor intend that all policies purchased in accordance with Paragraph 5.06 will protect Owner, Contractor, Subcontractors, and. Engineer, and all other individuals or entities identified in the Supplementary Conditions as loss payees (and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them) in such policies and will provide primary.coverage for, all losses and damages caused by the perils or causes of loss covered thereby. All such policies shall contain provisions to the effect that in the event -of payment of any. loss or damage the insurers will have no rights of recovery against any of the insureds or loss payees .thereunder. Owner and Contractor waive all rights against each other and their respective officers, directors, members; partners, employees, agents, consultants and subcontractors of each and any of them for all losses and damages caused by, arising out of or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work, and, in addition, waive all such rights against Subcontractors and Engineer, and all other individual's'or'entities identified in the Supplementary Conditions as loss payees (and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and'• any of them)' under such policies for losses and damages so caused. None 'of the above waivers shall extend'to the rights that any party making such waiver may have to the proceeds of insurance held by Owner as trustee or otherwise payable under any policy so issued. B. owner waives `all rights against Contractor, Subcontractors, and Engineer, and the officers, directors, members partners, employees,.a gents ;.consultants and subcontractors of each and any of them for: 1. loss due to business interruption, loss of use, or other consequential loss extending beyond direct physical loss or damage to Owner's property or the Work caused by, arising out of, or resulting from fire or other perils whether or not insured by Owner, and 2. loss or damage to the completed Project or part thereof caused by, arising out of, or resulting fiom flre or other insured peril or cause of loss covered by any property insurance maintained on.the:completed Project or part thereof by Owner during partial utilization pursuant to Paragraph 14.05, after Substantial Completion pursuant to Paragraph 14.04, or after final payment pursuant to Paragraph 14.07. C. Any insurance policy maintained by Owner covering any loss, damage or consequential loss referred to"in Paragraph 5.07.13 shall contain provisions to the effect that in the event of payment of any such loss, damage, or consequential loss, the insurers will have no rights of recovery FJCDC C-700 Standard Genera]Condiaonr of the Construction Contract Copyright 02007 National society of Profeaiouat Engineen for E]CDC. AU rights reurred. Nee 20 of 62 against Contractor, Subcontractors,. or Engineer, and .the .officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them. 5.08 Receipt and Application of Insurance Proceeds A. Any insured loss. under the policies of insurance required by Paragraph5.06 will be adjusted with Owner and made payable to Owner as fiduciary for the loss payees, as their: interests may appear, subjecttoahe requirements of any ;.applicable;mortgage'clause and-of,Paragraph 5.08,B. Owner shall deposit in a separate account any money so received and shall distribute it in accordance With such agreement as the parties in interest may reach. • If .no. other special-, agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof, and the Work and the cost thereof covered by an appropriate Change Order. B. Owner as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within 15 days after the occurrence of loss to Owner's exercise of this power. If such objection be made, Owner as fiduciary shall make settlement with the insurers in accordance with such agreement as the. parties in interest may reach. If no such agreement among the parties in interest is reached, Owner as fiduciary shall adjust and settle the loss with the insurers and, if required in writing by any party in interest, Owner as fiduciary shall give bond for the proper performance of such duties.' 5.09 Acceptance of Bonds and Insurance; Option to Replace A. If either Owner or tbritrac6r has any objection to the'coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the other party in accordance with Article 5 on the basis -of non-conformance "with the Contract Documents, the objecting party shall so notify the other party in writing within 10 days' after receipt of the certificates (or otherevidence requested) required by Paragraph 2.01.13. Owner and Contractor shall each provide to the other such additional information in respect of insurance provided as the other may reasonably request. If either party does not purchase or maintain all of the bonds and insurance required of such party by the Contract Documents, such party shall notify the other party in writing of such'_failure to. purchase_ prior to the "stert.of_the Work. or of suchfailureto. maintain prior to anychange in the. required coverage,, Without prejudice to any other right or remedy, the other party may elect to obtain equivalent bonds or insurance to protect such other party's interests at the expense of the party who"was required to provide such coverage, and a Change Order shall be issued to adjust the .Contract Price accordingly. 5.10 Partial Utilization, Acknowledgment of Propertylnsurer A. If Owner finds it necessary to, occupy or"use a portion' of portions of the Work prior to Substantial Completion of all the Work -as provided_ in Paragraph 14.05, no_ such use _or, occupancy . shall commence before• the insurers. providing the. property insurance .pursuant to Paragraph 5,06 have acknowledged notice thereof, and in "writing effected any changes in coverage necessitated thereby. The insurers providln'g the property insurance shall consent, by. endorsement on the policy or policies, but the property insurance shall not be canceled or permitted to lapse on account of any. such partial use or occupancy. i EJCDC C-700 Standard Cenersl Conditions of the Coati ction Contract Copyright 02007 National Society of Professional Engineers for FJCDC. Air rights reserved Page 21 of 62 ARTICLE,6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills: and expertise as, may be necessary to perform the Work in accordance with.the Contract Documents: Contractm shall be solely responsible for the means; methods, techniques; sequences; and.proeedures of construction. Contractor shall not be responsible for the negligence of Owner or Engineer in the design or specification of a specific means, method, technique, sequence, or.procedure of construction which, is.shown or indicated in and expressly required by the Contract Documents. B. At all times during the progress of the Work, Contractor shall assign a competent resident superintendent who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. 6.02.. Labor; Working Hours A. Contractor shall provide competent; suitably qualified personnel to. survey and lay out the Work and perform. construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the. Contract Documents, all Work at the, Site. shalLbe perforrried.;during regular, working hours.. Contractor will not permit the performance of. Work. on, a Saturday, Sunday, orany legal holiday without- Owner's written consent (which will. not be unreasonably withheld) given after priorwritten notice to Engineer. 6.03.. Services, Materials, and.Equipment A. Unless otherwise specified is the Contract Documents, Contractor shall provide and assume full responsibility foi all services, materials, equipment, labor, transportation, construction equipment and machinery, tools,. appliances; fuel; power; light; heat; telephone; water; sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source,.kind, and quality of materials and equipment. C. All materials and equipment shall be stored, applied, installed, connected;. erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable. Supplier, except as otherwise may be provided in the Contract Documents. EJCDC C-700 Standard General Conditions of the Conetraetlon Contract Copyright C 2007 National society of Profesbml Engineers for EJCDC. AR rights re rved. Page 22 of 62 6.04 Progress Schedule A. Contractor shall adhere to -the Progress Schedule established in accordance with Paragraph 2.07 as it may adjusted;from.time to time. as provided below. 1. Contractor shall 1.submit to Engineer for acceptance (to, the extent indicated in Paragraph 2.07) proposed adjustmentsAii,the Progress,$chedule;that:will,not resultiri changing.the.Contract Times. eSuch , adjustments will -,comply with-, any provisions: of the; General Requirements applicable thereto 2. Proposed adjustments in the Progress Schedule that will change the Contract Times shall be Submitted in accordance with the requirements of Article 12. Adjustments in Contract Times may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment or material or 'equipment of other Suppliers may be submitted to Engineer for review under the circumstances described below. 1. "Or -Equal" Items: Win Engineer's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will'be, required; it may be considered by paigineer as an "or -equal" item, in which case review and approval of the proposed item may, in Engineer's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed, item of material or. equipment will be considered functionally equal to an item so named if a. in the exercise of reasonable judgment Engineer determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2)' it will reliably perform at least equallywell the function and achieve the results imposed by the design concept -of the completed Project as a functioning whole; and 3) it a proven record of performance -and -availability of responsive service b. Conttactor'certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the Owner or increase in Contract Times; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. EJCDC C-700 Standard General Condition or the Construction Contract Copyright 02007 National Society of Professional Engineers for EJCDC AU rights reserved Page 23 of 62 ' 2. Substitute Items: a. If in Engineer's sole discretion an item of material or equipment proposed by Contractor does not qualify as an `'or -equal" item under Paragraph 6.05.A.1; it will be considered a proposed substitute item. b. -Contractor shall; subm&sufficient.information as provided.below.;to allow Engineer to determine if the item of material or equipment proposed pis esst ntially equivalent to that named and an acceptable substitute therefor. Requests, for review:of proposed substitute items of material or equipment will not be accepted by Engineer from anyone other than Contractor. c. The requirements for review by Engineer will be asset forth in Paragraph 6.05.A.2.d, as supplemented by the General Requirements, and as Engineer may decide is appropriate under the circumstances. d. Contractor shall make written application to Engineer for review of a proposed substitute item of material or equipment that Contractor seeks to famish or use. The application: 1) shall certify that the proposed substitute item will: . a) perform adequately the functions and achieve the results called for by the general design, b) be similar in substance to that specified, and c) be suited to the same use as that specified; 2) will state:... a) the exten6f any; to which the use of the proposed substitute item will prejudice Contractor's achievement of Substantial Completion on time, b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for other work on the Project) to adapt the design to the proposed substitute item, and c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; a) all variations of the.proposed substitute item from that specified, and b) available engineering, sales, maintenance, repair, and replacement services; and EJCDC G700 Standard General Conditions of the Construction Contract Copyright 02007 National Society of Professional Englaeem for EJCDC. All righta reserved. Page 24 of-62 4) 'shall contain an. itemized, estimate of.all costs or credits.that.will•:resultAirectly or indirectly from use of such substitute item, including costs of redesign and claims of other contractors affected by any resulting change. B. Substitute. Construction Methods,,,or,"Procedures,,r,If, a specific, means, methodvJechnique, 'sequence, or.procedure of. coti„Contract :Documents, , , Contractor may furnish or utilize a substitute means, method, technique, seguence,;ortprocedure of construction approved.by Engineer. Contractor shall submit sufficient, information.to.allow Engineer, in Engineer's. sole discretion; to determine that the substitute proposed is, equivalent to that expressly called for by theContract Documents. The requirements for review by Engineer will be similar to those provided in Paragraph 6.05A.2. C. Engineer's Evaluation: Engineer will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05A and 6.053. Engineer may require Contractor to furnish additional data about the proposed substitute item. Engineer will be the sole judge of acceptability. No "or equal" or substitute will be ordered, installed or utilized until Engineer's review is complete, which will be evidenced by a Change Order in the case of a substitute and an approved Shop Drawing for an "or equal." Engineer will advise Contractor in writing of any negative determination. D. Special Guarantee: Owner may requireContractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute. E. Engineer's Cost Reimbursement: Engineer will record Engineer's costs in evaluating a substitute proposed, or submitted by Contractor pursuant to Paragraphs 6.05A.2 and 6.05.B. Whether or not Engineer approves a substtite so proposed or submitted' by Contractor, Contractor shall reimburse Owner for the'reasonable° charges of Engineer for evaluating each such proposed substitute. Contractor shall also reimburse Owner for the reasonable charges of Engineer for malting changes in the ContractDocum6nts (or in the provisions of any other direct contract with Owner) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor.shall_provide all.data.in support of any.proposed substitute or "or -equal" at Contractor's expense... 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall not employ any Subcontractor, Supplier, or otherindividual or entity (including those acceptable to Owner as indicated in Paragraph 6.063),. whether initially or as a replacement, against whom Owner may have. reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entityto furnish or .... perform.any-oftheWork-against whom Contractor has reasonable objection. B. If the Supplementary Conditions require the. identity of certain Subcontractors,, Suppliers, or other individuals or entities to be submitted to Owner in advance for acceptance by Owner by a. specified date prior:to: the Effective Date of the Agreement, and if Contractor has submitted a list thereof in accordance with the Supplementary.Conditions; Owner's acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents) of any such Subcontractor, Supplier, or EJCDC C-700 Standard General Conditions of the Constrnetb0 Contract Copyright 02007 National Society of Professional Engineers for EJCDC. AD rights reserved Net 25 of 62 other individual.or entity so.identified maybe revoked,on,the basis.of reasonable objection after due investigation. Contractor shall submit an .acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity, and the Contract -Price will be adjusted by the difference in the.cost occasioned by such replacement, and an appropriate Change Order will be issued. No acceptance,by Owner of- any Subcontractor, Supplier, or other lindividual or entity,'whether'initially or es a replacement, shall constitute a waiver.of any right of.Owner or Engineer to reject defective Work. C. Contractor shall be fully responsible to Owner and Enginee r for all acts and omissions of the Subcontractors; Suppliers, and other -individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of Owner or Engineer to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. D. Contractor shall be solelyy, responsible. for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. E. Contractor. shallrequire all Subcontractors, Suppliers, and. such other individuals or entities performing or furnishing any of the Work to communicate with Engineer through Contractor. F.:. The divisions and sections of the Specifications and the identifications of any Drawings shall not control Contractor in dividing the Work among Subcontractors or Supplier; or, delineating the Work to be performed by any specific trade. G. All Work performed for Contractor by a Subcoitractor of Sdpplief -will-be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and .conditions ,of the Contract Documents for the benefit of Owner and Engineer. Whenever any such agreement is with a Subcontractor or Supplier who: is listed as a loss payee on the property insurance provided in Paragraph 5.06, the agreement between the Contractor and the Subcontractor or Supplier will contain provisions whereby the Subcontractor of Supplier waives all rights against Owner, Contractor, Engineer, and all other individuals or entities identified in the .Supplementary Conditions to be listed as insureds or loss payees (and the officers, directors, members, partners, .---._.... -- -- --- — — -- — - ---ffi... - . employees, agents, consultants, and subcontractors of each and any of them) for all losses and damages caused by, arising out of; relating to, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any such- policies require separate 'waiver forms to.. be signed by any Subcontractor or Supplier, Contractor will obtain the same. E2C3DC C-700 Standard General Conditions of the Coos&wdon Cootnet Copyrlaht 02007 National society of Profevional Englneen for EICDG Aa righb r med Page 26.of 62 6.07 PatentFees,and-Royalties A.., Contractor shall pay all license fees and royalties and,assume all costs incident to .the use in the performance of the Work or the incorporation Jili -,,the-tNY9rkIofSpy ipy.90onI-d.eSign,,,process, product, or device which is.. the subject of patent fights or copyrights held by others.. If. a particularinvention,idesign,,,,process,�.produc4zor' device;lssp'ecified-in the,C,ont'raqt,Do'c',urnen'ts *:Ei�dif�IioAe�ac� i�no�16dje�of,O'wne r 6r,,Engffi fiorusei*m"thepe'ifio,,rirmc,t,kdf the,Vc per, its use,,ist'sutject to,patent fights or cooyn ightsx:allirig for,thepiyrTie!it.6f:any :lic6iise'fe'e.or.rpyalty to others, the existence of such fights shall be disclosed,by OWnerin the Contract Documents. B. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, and its officers, directors, members, partners, employees, agents, consultants, and subcontractors from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals, and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product or device specified in the Contract Documents, but not identified as being subject to payment of any license fee or royalty to others required by patent rights or copyrights. C. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold hiiirit" Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants drid su of each ifid'Ahy of them �&onl and agamstill.'chams costs, losses, and �S (including ' dth rpofssibfial or re,any' infringement of patent' iights'or copyrights uicident tb the use in the performance of the Work or resulting from'"the incorporation in the Work of any invention;d, design, process, product, or device not specified in the Contract Documents.- 1., 6 . .69 Pe'rmdts A. Unless otherwise. provided -in the.Supplementary. C6nditions,.Contra,etor-shall.obtain.and pay.for all. construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such'pennits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable ble at the time of opening of Bids, or, if illerd'hire no Bids, on the Edeciilvb Date of the Agreement Owner shall pay all charges of utility owners for connections for providing permanent service to the'Wo& 6.09 Laws and Regulations A —Contractor shaD.giye,.all,,nQtic�rs..re!pired,by.,,and. _shall.c,omply -,yith,-all.Laws..and.,Regulations ..... .... .. .. ...... applicable to the performance.. of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owher nor Engineer shall be responsible for monitoring Contractor's Atti'aictor's comiriliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulation_s, Contractor shall bear all claims, costs, losses, and damages (including but not limited to a 11 fees 'Afl I d I charges pfeng I ineers, architects, attorney I S. and other professionals ionals and all EJCDC C-700 Standard General Conditions of the Construction Contract Copyright 0 2007 National Society of Professional Engineers for EJCDC. Ali rights reaerved. Page 27 of 62 court or arbitration -or other dispute resolution costs) arising out:of or,:relatingto-such;Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance. with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations'uftderParagraph 3 03 C. Changes "in.Laws or.Regulations not lmowfi;at the time of opening oBids..(or, on ;the Effective Date ofthe Agreement, if, there,were no Bids) hav ing'an!e ffect on,the cost or.time ofperformance of the Work.shall be the; subject of an"afljustment,in Contract Price or.Contract Times. If Owner and -Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a.Claim may be made therefor as provided in Paragraph 10.05. 6.10 Taxes A. Contractor shall pay all sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work 6.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: I. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction. equipment or other material's. or equipment. Contractor shall.,assume full'responsib _y;for any damage to any such land or area, onto the owner or occupant 'thereof, or of any adjacent land or areas resulting from the performance of the Work 2. Should any claim be made by any such owner or occupant Because of the performance of the Work, Contractor shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. 3. To, the fullest extent permitted by Laws and Regulations Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against Owner, Engineer,, or any other party indemnified hereunder to the extent caused by or based upon Contractor's performance of the Work B. Removal of Debris. During Performance of the Work... During the progress .of the Work Contractor shall keep,.the Site and.. other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to; applicable "haws and Regulations: C..Cleaning: Prior to Substantial Completion of the Work. Contractor shall clean, the Site and the Work and make it ready for utilization by Owner. At the completion of the Work Contractor EJCDC C-700 Standard Geueni Conditions of the Construction Contract Copyright 0 2007 National Society ofProfmloosl Engineers forEJCDC. AD rights rrurve& shall, remove.- from .the. Site •all,tools, appliances, construction, equipment and.: machinery, and surplus materials and shall restore to,original condition all property not designated for alteration ! by the Contract Documents. D. Loadrng Structtires .,Contractor shall not load nor permit,any.part,of any structure; to, be ,loaded is any manner:that will endangenthe.structure. nor shall .Contractor subject any part of the Work or adjacent:pmperty tostresses or, pressures that.will endanger lt. , 6.12 Record Documents 1 A. Contractor shall maintain in a safe place at the Site one record copy of all Drawings, Specifications, Addenda, Change, Orders, Work Change Directives, Field, Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings, will be available to: Engineer for reference. Upon completion of the Work, these record documents, Samples, and Shop Drawings will be delivered to Engineer for Owner.. . 6.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs .in connection with :the Work. Such. responsibility does not. relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable. safety Laws and Regulations. Contractor shall take all necessary precautions for the safety o1, and shall provide the necessary protection to prevent damage, injury or loss to: L' all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property' at -the Site of adjacent thereto, including trees; shrubs, lawns; ' wallcs, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and. protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, _..__.. - - - ---....--- - - - - - ... .......... removal, relocation, and replacement of their property- C. Contractor shall comply with the applicable requirements of Owner's safety programs, if any. The Supplementary Conditions identify any Owner's safety programs that are applicable to the Work. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright O 2007 National Society of Professional Engineers for EJCDC- All tights reaerved Pa¢e 29 or 62 D. Contractor shall inform Owner and Engineer.of the specific requirements of. Contractor's safety . program with which Owner's and Engineer's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.13:A:2 or 6.13A.3 caused, directly -or indirectly; in whole .or in.pwt,;by Contractor, any;;Subctintractor,.Supplier, or any other individual or entity directly or indirectly employed by any; of them :wperform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of Owner or Engineer or anyone employed by any of them, or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of Contractor or any Subcontractor, Supplier, 'or other individual or entity directly or indirectly employed by any of them). F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor in accordance with Paragraph 14.07.B that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.14 Safety Representative A. Contractor shall designate a qualified and experienced safety representative at the Site whose duties ' and responsibilities shall be the prevention of 'accidents and the maintaining and supervising of safetyp'i'ecautions and programs. 6.15 Hazard Communication Programs A. Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with Laws or Regulations. 6.16 Emergencies A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or, variations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor -in response to such an emergency, a Work Change Directive or Change Order will be issued. 6.17 Shop Drawings and Samples A. Contractor shall submit Shop Drawings and Samples to Engineer for review and approval in accordance with -the .accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as Engineer may require. FJCDC 6700 Standard General Conditions of the Construction Contract Copyright O 2007 National Society of Professional Engine for EJCDC. All right; rowed. Page 30 of 62 1. Shop Drawings: a. Submit number of copies specified in the General Requirements. b. Data shown on the Shop Drawings will be complete with respect to quantities, dimensions,' ` ified:.' ormance and..desicriteria . materials, and similar data to i ' spec perf : . , Bra show Engineerthe'services materials, and: equipment Contractor proposes to provide and to enable Engineeraoreview'the:,information.for ahe.;aimited;purposes required by Paragraph 6:17.D. 2. Samples: a. Submit number of Samples specified in the Specifications. b. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as Engineer may require to enable Engineer to review the submittal for the limited purposes required by Paragraph 6.17.D. B. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to Engineer's review and approval of the pertinent submittal will be. at the sole expense and responsibility of Contractor. C. Submittal Procedures: i. Before submitting each Shop Drawing or Sample, Contractor shall have- a. reviewed and coordinated each Shop Drawing or Sample with other Shop'Drawings and Samples and with the requirements of the Work and the Contract Documents; 'b. determined and verified all field 'measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto; c. determined and verified the suitability of all materials offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work and d. determined and verified all information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. - -2. -Each-submittal-shall bear a stamp.or specific-written-certification.that.Contractor has.satisfied ... ._...._ ..... ,Contractor's obligations under the Contract Documents with respect to Contractor's review and, approval of that submittal. 3. With each submittal, Contractor shall give Engineer specific wntten notice of any variations that the Shop Drawing or Sample may have from the requirements 6.f,`the Contract Documents. This notice shall be both, a written communication separate from the Shop EJCDC C-700 Standard General Conditions of the ConsOvction Contract Copyright O 2007 National Society of Professional Engineers for E3CDC. AD rightaroerved. Page 31 of '62 . Drawings or Sample submittal; and, in addition, by a specific notation made.on each Shop Drawing or Sample submitted to Engineer for review and approval of each such variation. D. Engineer's Review: . 1. Engineer will provide timely;review. of Shop Drawings.and,Samples,in accordance with the Schedule'of Submittals acceptable to Engineer. Engineer''s,review,and:approval will be only to determine if the: items: covered by the submittals will; after:installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Engineer's review and approval will not extend to meansi methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. 3. Engineer'sreview and approval s}iall not relieve Contractor from responsibility for any, variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Paragraph 6.17.C.3 and Engineer has given written approval of. each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or. Sample. Engineer's review and ;approval shall not relieve Contractor from responsibility for complying with the requirements of Paragraph 6.17.C.1. E. Resubmittal Procedures:... Contractor shall make corrections required by Engineer and shall return the required number of corrected copies -of Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. 6.18 Continuing the Work A. Contractor shall carry on the Work and.adhere to the Progress Schedule during all disputes or disagreements with Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as peimitted by Paragraph 15.04 or as Owner and Contractor may otherwise agree in writing. 6.19 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to'Owner that all Work will be in accordance with the Contract Documents and will not be defective. Engineer and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder exclude"s defects or damage caused by: FJCDC G700 Standard General Condition of the Construction Contract Copyright 02007 Natloni Society of Pmfenionl Eogineen for FJ(9G Aa righb reserved Pti;02 of 62. .1. abuse,modificationi or,improper maintenance,or operation by persons other.than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2..normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the .Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance. of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by Engineer, 2. recommendation by Engineer or payment by Owner of any progress or final payment; 3. the issuance of a certificate of Substantial Completion by Engineer or any payment related thereto by Owner, 4. use or occupancy of the Work or any part thereof by Owner, 5. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by Engineer, 6. any inspection, test,. or approval, by others; or, 1 7. any correction of defective Work by Owner. 610 Indemriiffcation A. To the` fullest bxtent permitted by Laws and Regulatibns; Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages(including but not .limited .to all fees and charges of.engineers, architects,. attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the performance of the Work, provided that any such claim, cost, loss, or damage is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property_(other.than the Work itself), including the loss of use resulting therefrom but only to the extent caused by any negligent act or omission of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work or anyone for whose acts any of them may be liable.. B. -In-any and -al against:.Owner-or--Engineer or -any: of'their -officers,-directors, -members, ........... . . partners, employees, agents, consultants, or subcontractors by any employee (or the survivor or personal representative. of such employee) of Contractor, any Subcontractor, any Supplier, or any individual or entiti directly. or' indirectly employed. -by any. of them to perform.,0y,of.the Work; or anyone for whose acts any of them may be liable, the indemnification obligation under Paragraph 6.20.A shall not be limited in any way by any limitation on the amount or type of: damages, compensation, or benefits payable by or for Contractor or any such Subcontractor, EJCDC C-700 Standard General Coodidooa of the Comte cdon Contnet Copyright 02007 National society of Professional Engineer for EJCDC. All rights reserved. Pa¢e 33 of 62 6.21 Supplier, or.otherandividual:or.entity under ,workers' compensation acts,, disability benefit acts, or other employee benefit acts. C. The indemnification obligations of Contractor under Paragraph 620.A shall not extend to the liability of Engineer and Engineer's officers, directors, members, partners, employees, agents, consultants and subcontractors arising out of: 1. the preparation or approval of, or the 'failure to.prepare or approve maps, Drawings, opinions, reports, surveys, Change Orders, designs, or Specifications; or 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage. Delegation of Professional Design Services A. Contractor will not be required to. provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. Contractor shall not be required to provide professional services in violation of applicable law. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, Owner and Engineer will specify all'performaace and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted -to Engineer. C. Owner and Engineer'sliall be entitled to rely upon the adequacy,.accuracy and completeness of the services, certifications or approvals peiforin by such design professionals; provided Owner and Engineer have specified to Contractor all performance and design criteria that such services mustsatisfy. D. Pursuant to this Paragraph 6.21, Engineer's review and approval of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and' the design concept expressed in the Contract Documents. Engineer's review and approval of Shop Drawings and other submittals (except design calculations and design drawings) will be only for the. purpose stated in Paragraph E. Contractor shall not be responsible for the adequacy of the performance or design criteria required by the Contract Documents. EJCDC C-700 Standard CentM Coodidow of the Construedon Control Copyright 02007 Natbnal society of Professional Engineer for EJCDC. All ,ightr rn t& Pace 34 of 62 ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. Owner may perform other work related to the Project at the Site'with:Owner's employees, or through other direct'con"cts'therefor, or have other work performed ,by utility owners. If such other work is not noted in the Contract Documents, them 1. written notice thereof will be given to Contractor' prior to starting any.Such other•work; and 2. if owner and Contractor are unable to agree on entitlement to or on the amount. or extent, if any, of any -adjustment in the Contract Price or Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in Paragraph 10.05. B. Contractor shall afford each other contractor who is a party to such a direct contract; each utility owner, and Owner, if Owner is performing other work with Owner's employees, proper and safe access to the Site; provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work Contractor shall not endanger any, work of others by cutting, excavating, or otherwise altering such work,. provided, however, &t.Contractor may cut or alter others' work with the written consent of Engineer and the others,wliose work will be''41ected. The duties and responsibilities of Contractor under this Paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and. other contractors. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to Engineer in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution. and results of Contractor's Work Contractor's failure to so.,.report, wij]..rmstitute.an_acceptance of such _other .work as. fit and proper- for integration with Contractor's Work except for latent defects and deficiencies in such other work: 7.02 Coordination A. If Ownerintends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority and responsibility for such coordination. MCDC C-700 Standard General Conditions of the Coati ction Contract Copyright 62007 National Society of Professional Engineers for EJCDC. AD rights reserved. Page35of 62 7.03 Legal Relationships A. Paragraphs 7.0l.A and 7.02 are not applicable for utilities not under the control of Owner. B. Each other direct, contract -of OWner.junder Paragraph 7,01A shall :,provide the- other contractor is liable;to,.Owqer and Contractor for, the reasonable,direct delay, and4*W on Goats incurred by Contractor as a result of the other. contractor's wrongful , actions or inactions. g. C. Contractor shall .be liable. to Owner and, any other contractor under direct contract to Owner for the reasonable direct delay and disruption costs incurred by such other contractor as a result of Contractor's wrongful action or inactions. ARTICLE 8 — OWNER'S RESPONSIBILITIES 8.01 Communications to Contractor A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer. 8.02 Replacement of Engineer k In case dlenmi t6 of the employment of 'Engineer, Owner shall appoint an engineer to whom Contractor makes no reasonable objection, whose . status under the Contract Documents shall be that of the former EnRineer. 8.63 Furnishbats '. A. Owner shall promptly furnish the data required of Owner under the Contract Documents. 8.04 Pay When Due A. Owner Shall make payments to Contractor when they are due as provided in Paragraphs 14.02-C and 14.0.7.C. ... .... 8.05 Lands and Easements, Reports and Tests A. Owner's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to Owner's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at the Site. 8.06 Insurance A. owner's responsibilities, if any, with respect to purchasing and maintaining liability and property insurance are set forth in Article 5. 8.07 Change Orders A. Owner is obligated to execute Change Orders as indicated in Para; 10.03. FJCDC C-700 Standart! Gen".CondIttow of the Construction Contra Copyright 02007 National Society of Professional E000e for EjCDr_ An Tight; res&ve& Pace 36 of 62 8.08 Inspections, Tests, and Approvals A. Owner's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 1103:B: 8.09 .'Limitations on Owner.'s Responsibilities -3+ G A. The;Owner,shall not.supervise; direct, or hale c ontr6l,or audionty over, nor_be responsible for, Contractor's means, methods, techiiiques,.sequences, or procedures of construction, or,the safety precautions and programs incident thereto, or for any failure,of Contractor, to, comply :with Laws and Regulations applicable to the performance of the Work. Owner will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. . 8.10 Undisclosed Hazardous Environmental Condition A. Owner's responsibility in respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.11 Evidence of Financial Arrangements A. Upon request of Contractor, Owner shall famish Contractor reasonable evidence that financial arrangements have been made to satisfy Owner's obligations under the Contract Documents. 8.12 Compliance with Safety Program A. While 'at the Site, .Owner's employees and representatives. shall -comply with the specific. applicable requirements of Contractor's safety progcams,of.which Owner has been informed pursuant to: Paragraph 6.13.D. ARTICLE 9 — ENGINEER'S STATUS DURING CONSTRUCTION 9.01 Owner's Representative A. Engineer will be Owner's representative during the construction period., The duties and responsibilities and the limitations of authority of Engineer as Owner's representative during construction are set forth in the Contract Documents. 9.02 Visits to Site A. Engineer will make visits to the Site at intervals appropriate to the various stages of construction as Engineer deems necessary in order to observe as an experienced and qualified design _......professional. -the --progress..that_has.._been_made- end._the__quality., various. aspects,. Contractor's executed Work. Based on information obtained during such visits and observations, Engineer, for the benefit of Owner, will determine, in general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to- make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer's efforts will be Arected toward providing for Owner a greater degree of cor'ifidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits P.JCDC C-700 Standard General Conditions of the Construction Contract Copyright 02007 National Society of Professional Eogtneers for EJCDC. AD rights reserved. and observations, Engineer will keep Owner informed of the progress of the.Work and will endeavor to guard Owner against defective Work. B. Engineer's visits and observations are subject to all the limitations on Engineer's authority and responsibility set forth in Paragraph 9.09. Particularly, but without limitation, during or as a result of Engineer's visits or observations of Contractor's.Work, Engineer will not supervise, direct, control, or have authority over. or be responsible for Contractor's means, methods, techniques, sequences;'or proceauras'of construction; or'the'safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. 9.03 Project Representative A. If Owner and Engineer agree, Engineer will furnish a Resident Project Representative to assist Engineer in providing more extensive observation of the Work. The authority and responsibilities of any such Resident Project Representative and assistants will be as provided in the Supplementary Conditions, and limitations on the responsibilities thereof will be as provided in Paragraph 9.09. If Owner designates another representative or agent to represent Owner at the Site who is not Engineer's consultant, agent or employee, the responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the Supplementary Conditions. 9.04 Authorized Variations in Work A. Engineer may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on Owner and also on .Contractor, who shall perform the. Work involved promptly. If Owner or Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, or both, and the parties are unable to agree on entitlement to or on the amount or extent,. if.. any, of any. such adjustment,. a Claim may be made therefor as provided in Paragraph 10.05. 9.05' Rejecting Defective Work A. Engineer will have authority to reject Work which Engineer believes to be defective, or that Engineer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Engineer will also have authority to require special inspection or testing of the Work as provided in Paragraph 13.04, whether or not the Work is fabricated, installed, or completed 9.06 . Shop Drawings, Change Orders and Payments A. In connection, with Engineer's authority, and .limitations thereofas to Shop Drawings and Samples, see Paragraph 6.17. E7CDC C-700 Staodard General C"dow of the Construction Contract Copyright O 2007 National society of Professional Engineers for PJCDC. AU rights reined Pave 38 of 62 B. ,In connection with Engineer's.. authority; andXmitations,.thereof,:as to, design calculations and design' drawings submitted in response to a delegation of professional design services, if any, see Paragraph 6.21: .,.... _ , . C. In.connection with Engineer's authority,as to,Change Orders, see Articles 110, 11, and.12. D. In connection with Engineer's authority as.to.Applications for Payment, see Article 14., 9.07 Determinationsfor Unit Price Work A Engineer will determine the actual quantities and classifications of Unit Price Work ,performed by Contractor. Engineer will review .with Contractor the Engineer's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). Engineer's written decision thereon will be final and binding (except as modified by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of Paragraph 10.05. 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work A. Engineer will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. All matters in question and other matters between Owner and Contractor arising prior to the date final payment is due relating to the acceptability of. the Work, and the interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, will be referred initially to Engineer: in writing within 30 days of the event giving rise to the question. B. Engineer -will, with reasonable promptness, render a written decision on the issue referred. If Owner or Contractor believes that any such decision entitles them -to an adjustment in the Contract Price or Contract Times or both, a Claim may be made under Paragraph 10.05. The date of Engineer's decision shall, be the date of the event giving rise to the issues referenced for the purposes of Paragraph 10.05.B. G. Engineer's written decision on the issue Peferced'will be -final and binding on Owner grid Contractor, subject to the provisions of Paragraph 10.05. D. When functioning as interpreter and judge under this Paragraph 9.08, Engineer will not show partiality to Owner or Contractor and will not be liable in. connection with any interpretation or decision rendered in good faith in such capacity. . 9.09 Limitations on Engineer's Authority and Responsibilities. r. . A: Neither -Engineer's authority -or responsibility under this Article 9-or under any other provision of the Contract Documents nor any decision•made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority`or responsibility by Engineenshall create, impose; or give rise to any duty -in contract, tort, or otherwise .owed by. Engineer.: to Contractor, any Subcontractor; any Supplier, any other individual or entity, or to any surety for or employee or •agent of any of them. FJ(9C C-700 Standard General Conditions of the Coush cdon Contract Copyright 02007 National Society of Profeadoeal Engineers for E3CDC. AD rights reserved. Page 39 of 62 B.:Engineer mill not supervise, :direct, control„ or, have. authority over ,or,,be, responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or. the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the.performance.of the. Work. Engineer will.not be responsible for Contractor's failure to perform, the Work in'accordan6e with the Contract Documents C. Engineer will not be responsible'for-the acts or omissions,ofContractor or of any:Subcontractor, any Supplier, or of any other individual or entity performing any of the Work D. Engineer's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by Paragraph 14.07.A will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests, and approvals that the results certified indicate compliance with, the Contract Documents. E. The limitations upon authority and responsibility set forth in this Paragraph 9.09 shall also apply to the Resident Project Representative, if any, and assistants, if any. 9.10 Compliance with Safety Program A. While at the Site, Engineer's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which Engineer has been informed pursuant to Paragraph 6.130 ARTICLE 10 — CHANGES IN THE WORK; CLAIMS 10.01 Authorized Changes in the Work A. Without invalidating the. Contract and without. notice to any surety, Owner may, at any time or from time to time, order additions, deletions, or revisions in the Work by a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with -the Work involved -which will be.performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). B. If Owner and Contractor are unable to agree on entitlement to, or on the amount or extent, if any, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change Directive, a Claim may be made therefor as provided in Paragraph 10.05. 10.02 Unauthorized Changes in the Work A. Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect: to any. work .performed that is not required by the Contract Documents. as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case.;of: an:.emergency es. provided in 1'afagraph 6.16 or in .the case of uncovering Work as provided in Paragraph 13.04.D. E2CDC G700 Standard General Conditions of the Comb cdon Contnat Copyright O 2007 National Soekty of Professional Fadnem for EJIDC AU rights rt a ed- Pare 40 or 62 10.03 Execution of Change Orders A. Owner and Contractor shall execute appropriate Change Orders recommended by Engineer covering: - 1. changes in the Work which are: (i) ordered by Owner, pursuant•4toParagraph,10.O1 A, (ii) . required because of acceptance of defective Work under Paragraph 13.08.A or Owner's correction of defective Work under Paragraph°,13.09, or (rri) agreed to" by the;parties; 2. changes in the Contract Price or Contract Times which are agreed -to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; and 3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by Engineer pursuant to Paragraph 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the Progress Schedule as provided in Paragraph 6.18.A., 10.04 Notification to Surety A. If the provisions of any bond require notice to be given to a surety of any change affecting the general scope cif the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times), the giving of'any such notice.will be Contractor's responsibility. The amount of each applicable bond will be adjusted to reflect the effect of any such change:': 10.05 Claims A. Engineer's Decision Required: All Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the Engineer for decision. A decision by Engineer shall be required as a condition piecedentm any -exercise by Owner or -Contractor of any rights -or remedies either may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Claims. B. Notice: Written notice stating the general nature of each Claim shall be delivered by the claimant to Engineer and the other party to the Contract promptly (but in no event later than 30 days) after the start of the event giving rise thereto. The responsibility to substantiate a Claim shall rest with the party making the Claim. Notice of the amount or extent of the. Claim, with supporting data shill' be delivered to the Engineer"aud the other party to the Contract within 60 days after the _..... start of such event (unless Engineer allows additional time for elatmant to subrriifadditional of more accurate data m' "support of such Claus). ;4 Claim foi: an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph-_12.01.B: 'A Claim for an adjustment in Contract times shall' be prepared in accordance with the, provisions of Paragraph 12.02.B. Each Claus shall be accompanied by clainiai 6 written statement that the adjustment claimed is the entlre adjustment to which the claimant believes it is entitled as a result of said event The EJCDC C-700 Standard General Conditions of the Construction Contract Copyright 02007 National Society of Profmional Engineers for EJCDC. AD rights reserved Page 41 of 62 opposing party shall submit any response to Engineer and the claimant within 30 days after receipt of the claimant's last submittal (unless Engineer allows additional time). C. Engineer's Action: Engineer will review each Claim and, within 30 days after,receipt of the last submittal of the claimant or the last submittal of the opposing party, if any, take one of the following actions in writing: 1.. deny. the Claim in whole or in part, . 2. approve the Claim; or 3. notify the parties that the Engineer is unable to resolve the Claim if, in the Engineer's sole discretion, it would be inappropriate for the Engineer to do so. For purposes of further resolution of the Claim, such notice shall be deemed a denial. D. In the event that Engineer does not take action on a Claim within said 30 days, the Claim shall be .deemed denied. 1. E. Engineer's written action under Paragrap4.10.05.0 or denial pursuant to Paragraphs 10.05.C.3 or 10.05.D will be final and binding upon Owner and Contractor, unless Owner or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days_ of such action or denial. F. No Claim for an adjustment in Contract Price or Contract Times will be valid if not. submitted in accordance with this Paragraph 10.05. ARTICLE 11- COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK 11.01 Costofthe Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.013, necessarily incurred and paid by Contractor in the proper performance of the Work-. When the -value -.of anyWorkcovered. by. -a.Change- Order- or.when-a. Claim for.an adjustment in Contract Price is determined on, the basis of Cost of the Work, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall:not include any of the costs itemized in Paragraph 11.01.B, ,and shall include only the following items: 1. Payroll costs for employees in.the.;direct employ of Contractor in the,Performance of the -Work-under- schedules-of-job-classifieations-.agreed-upon.-by..Owner.and�Contractor..Such.. _............. employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on: the Work.: Payroll. costs for employees not. employed full. time on the Work.shall be.apport tined on the basis of their time spent on the Work. Payroll costs shall include,. but not be;Wted to, salaries and wages, plus the cost of fnnge..benefits, which shall include .social security contributions, unemployment; excise, ,and payroll. taxes, workers compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of regular working hours, on EJCDC C-700 Standard Gtneral Conditions of the Construction Coatrad j Copyright 02M Natlonel Sodety of Pr ofeasbnal Eughmn for EJCDC. AD rights revved. Page 42 of 62 Saturday,: Sunday, or legal.holidays,:shall be included: inthe above to:,the,extent authorized by Owner. 2. Cost of all materials; and equipment, fiunished andiinc0, posted m the Work including costs, of ,transportation and ;stomge. thereof, and Suppliers.'.,rfield services, required in connection therewith,': All, cash discounts', shall accrue, to, Contractor unless Owner deposits funds with Contractor ;with which.to,make,:payments; m which;case the ,cash discounts shall accrue to Owner:All;trade discounts, rebates and.refunds•and,returns,from.sale of,suiplus materials and equipment shall accrue to Owner, and Contractor shall,make provisions so that they may be obtained. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by Owner, Contractor shall obtain competitive bids from subcontractors acceptable to Owner and Contractor and shall deliver such bids to Owner, who will, then determine, with the advice of Engineer, which bids,. if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 4. Costs of special consultants (including but not limited 'to engineers,' architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work 5. Supplerrientalcosts includitigthe following; a: The: proportion of,:necessarytransportation;.-travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with .the Work. b. Cost, including. transportation and .maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workersi which are consumed in the:performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Rentals of all construction equipment. and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by Owner with the advice"of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof AH'such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work d. Sales, consumer, use, and other- similar taxes related to the Work, and for which . Contractor is liable, as imposed by Laws and Regulations.' e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or any one;directly or.indirectly employed by any of them or for Whose acts any of them may be liable, and royalty payments and fees forpem3its and licenses E3CDC C-700 Standard General Conditions of the Construction Contract Copyright 0 2007 National Sodely ofProfessional Engineers for FJCDC. All rights rnerved. Pace 43 of 62 f Losses and damages. (and.rrelated:expenses).,caused•:by :damage :Ao.,Ahe, Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work (except losses and damages within the deductible amounts of property insurance 'established,.in-,accordance :with �Paragraph::5.06iD),•iprovided such losses aind`dariiages have resulted; from -causevotherrthan the'negligence of Contractor, any $abcontracfoi, or anyone directly or mdirdcdy,employed'by'any offlthem.or for whose'acts any'of.lhem may be liable:' Such lgsses'shall" include settlements made with the written consent and approval'of'Owner No,mch losses; damages, and expenses shall be included in the.Cost of the Work for the purpose of determining Contractor's fee. g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the Site, express and courier services, and similar petty cash items in connection with the Work. i. The costs of premiums for. all bonds and insurance Contractor is required :by the Contract Documents to purchase and maintain. B. Costs Excluded: The term.Cost of the Work shall not include any of the following items: Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal: or branch office for general administration of the Work and not specifically included in the agreed upon schedule .of job classifications referred to in' Paragraph 11.01 A.1 or specifically covered by Paragraph 11.01 A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any, of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. .. 5. Other-overbeed or -general- expense costs of -any kind -and the costs of -any item not specifically and expressly included in Paragraphs 11.01A.. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the_ Agreement. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. EJCDC C-700 standard General Conditions of the Constrmcdoo Contract Copyright O 2007 NatWnsl society of Professional Eogloeers for E2CDC. All rights reserved Pace 44 "of 62 , D. Documentation: Mheneverthe Cost of the Work for any purpose is to be determined pursuant to. Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in"a form acceptable to Engineer an itemized cost breakdown together with supporting'data. . 11.02 Allowances A.. It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered'to be performed for such sums and by such persons or entities as may be'acceptable to Owner and Engineer. B. Cash Allowances: 1. Contractor agrees that: a. the cash allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, -and-other-expenses-contemplated-for- the- cash -allowances -have -been -included -in --------------- the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allawance: 1. Contractor•: agrees that a' contingency allowance, if any, is for the sole use of Owner to cover unanticipated costs. D. Prior to final payment,an appropriate Change Order will be issued as recommended by Engineer . to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to: include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit. Price Work times the. estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of -comparison of- Bids -and-determining an initial- Contract -Price. Detemilnations-of the--- - actual quantities and classifications of Unit Price Work -performed by Contractor will be made by Engineer subject to the provisions of Paragraph 9.07. " C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright 02007 National Society of Professional Eoginecn for EJCDC All righot reserved Pa¢e 45 of 62 D. •Owneror.Contractor may make a Claim for an adjustment in the Contract Price. in accordance with Paragraph 10.05 if: 1. the quantity of any„ item of Unit Price Work performed, by: Contra ctor;differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work; and 3. Contractor believes that Contractor is entitled to an increase.in Contract Price as a result of having incurred additional: expense. or Owner, believes, that Owner,is,entitled to.a,decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. Any Claim for an adjustment in the Contract Price shall be based on written notice submitted by the party making the Claim to the Engineer and the other party to the .Contract in accordance with the provisions of Paragraph .10.05. B. The value of any Work covered by a Change .Order or of any Claim. for an adjustment in the Contract Price will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2); or . 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under Paragraph 12.0133.2, on the basis of the Cost of the Work (determined asprovided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C); C. Contractor's Fee: The Contractor's fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1 and 11.01.A.2, the Contractor's fee shall be 15 percent; b. for costs incurred under Paragraph 11.01.A.3, the Contractor's fee shall be five percent; EJCDC 0700 Staodard Ce erd Cooditbm of the construction Contract Copyright 02007 Nationai Sodety ofProfeniood Engineers for EJCDC. All rights reserved. Pare 46 of 62 _ c.1 where .6ne,or more;tiers. of subcontracts,are :onlhe.,basis. of,Cost ofthe,N_orkplusa, fee and no fixed,ioe.is agreed upon, the intent of?aragraphs 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor -who actually..performs the Work, ­at whatever tier, will. be paid a :f6e,,of,l5.,.pe'r'cent dthe, costs. in6uned,.bly:suchtSubcontractonuridei.,Paragraphp.11 1.01A.1 and 11.01.A.2 and that any higher tier, Subcontractor. and Contractor will each be paid- a fee of five percent of the amount paid to the next lower tier Subcontractor; A. no fee shall be:,payable on. the 15asi§::of costs itemized.,,under. Paragraphs,J 1.01 A.4, 11.61A.5 and 11.01,J3;, e. the amount of credit to be allowed by Contractor to Owner for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent of such net decrease; and f. when both additions and credits are involved in any one change, the adjustment in Contractor's fee shall be computed on the basis of the net.change inaccordancewith Paragraphs 12.0 I.C.2.a through 12.0l.C.2.e, inclusive. 12.02 Change of Contract Times A.- The Contract Times may only be changed by a Change Order. Any Claim for an adjustment in the'Contiact Times shall:be based on,written notice submitted by the party nialdni the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. B. Any adjustment of the Contract Times covered by a Change Order or any Claim for an adjustment in the Contract Times will be determined in accordance with the provisions of this Article 12.'- 12.03 Delays; Where Coritractoir is prevented 'fr6rh e6rnpleting any part of the Work within the Contract Times - due to delay beyond the control of Contractor, the Contract Times will be extended in an amount equal to the time lost due to such delay if a Claim is made therefor as provided in Paragraph 12.02A: Delays beyond the control of'Contractor shall include, but not be limited to, acts or neglect by Owneriacts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. B. If Owner, Engineer, or other contractors or utility owners performing other work for Owner as contemplated by Article 7, of anyone4or whom Owner U'respansible, delays,: disrupts, or interferes -with the performance —o-rprogress --ofthe -Woik*, ,he--i C.­afiff.act, o� ihaU be efifidedto an equitable idjd§tment in' th6 Cdhtrict ce or `theContrd6t Times,, o Contractor's entitlement to an adjustment of theContract Times is conditioned, on such adjustment being essential 't' abilitycomplete':rk -tiiin i� o Contractor's,iibili to the o within e Contract Times.. C.. If Contractor is delayed in the performance or,progress of, the Work by fire, flood, epidemic, abnormal weather conditions acts of God, acts or failures to act of utility owners not under the FJCDC 0700 Stindaid General Conditions of the Conshwdon Contract Copyrigbt 02007 National society of Profesdond ko&for EJCDC— All r%hts spewed. . Pace 47 of 62 control of Owner, or other;causes not, the. fault of and beyond;control of Owner and Contractor, then Contractor shall be entitled to an equitable adjustment in Contract Times, if such adjustment is essential to Contractor's ability to complete the :Work within the Contract Times. Such an adjustment �shall,be.Contractor's !sole:and exclusive remedy,for:the delays described in this Paragraph 12.03.C. D. Owner, Engineer, and their officers, directors, . members, partners, : employees, agents, .consultants; or. subcontractors shall not be: liable to Contractor,;for any claims; costs, losses, or damages (including but not limited to all fees and charges.of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project E. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects. A.. Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected; or accepted as provided in this Article 13. . 13.02 Access to Work A. Owner, Engineer, their consultants and other representatives - and personnel -of Owner, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give, Engineer timely . notice of. readiness of the Work for all required inspections, tests, or.approvals and.shall cooperate with inspection and testing: personnel to facilitate required inspections: or tests. B: Owner shall employ and pay for the services of an independent testing laboratory.to perform all inspections; tests, or approvals required by the Contract Documents except:, . -- ------------- .--- - - - -.. -._._ ... ...._............. 1. for inspections, tests, or approvals covered by Paragraphs 13.03.0 and 13.03.D below; 2. thaf cost§. incurred in connection with .tests or inspections conducted pursuant to Paragraph 1104.B shall be paid as provided in Paragraph 13.04.C; and 3. as otherwise specifically provided. in the Contract Documents. E2mC C-700 smdard Cmenl Coodleom of the Construction Contract Copyright 02007 National Society of Profeedonal Faeloeera for F.2CDC AD rights rowed. C. If Laws or Regulations of any public body having jurisdiction require, any Work,(or part;thereofJ specifically to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assume full responsibility for _arranging and obtaining such inspections, tests I,or;approyals, �pay.all.costs'iwconnection therewith; and urnish;Engineer the required certificates of inspection or approval.. D Contractor shay be responsible for!arranging and obtannng and shall pay all;costs.in,connection with any ins pecbons tests, or..approvals .requued rfor Owner's and, Engineer's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to Owner and Engineer. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of Engineer, Contractor shall, if requested by Engineer, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense unless Contractor has given Engineer timely notice of Contractor's intention to cover the same and Engineer has not acted with reasonable promptness in response to such notice. 13.04 Uncovering Work A. If any Work is covered contrary to the written request of Engineer, it must, if requested by Engineer, be uncovered for Engineer's observation and replaced at Contractor's expense:, B. If Engineer considers it necessary.or advisable that covered Work be observed by Engineer or inspected or tested by others, Contractor, at Engineer's request, shall .uncover; .expose, or otherwise make available for observation, inspection, or testing as Engineer may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment: C. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limitedto all fees and charges of engineers, architects attorneys; and other professionals. and all court or arbitration or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. D. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the mes, Contract Price or an extension'of the Contract Tior Both, _ directly attributable_to srioli uncovering, exposure, observation, inspection; testing,'replacement, and "reconstruction. If the parties are unable to agree as to the amount or extent thereof, Contractor may make a Claim thereforas.provided in Paragraph'10.05. FJCDC C-700 standard General Condition of the Construction Contract Copyright 0 2007 National Society of Professional Engineers for EymC All rights reserved. 13.05. Owner May Stop the Work A.. If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable :materials or equipment,:or fails to,perform the Work in such,a.way,that.the completed,Work will conform to the Contract Documents, Owner may:order:.Contractor,tocstop.the,Work, or any portion thereof, until the cause for. such order has been eliminated; however, this right of Owner to stop the Work shall not give rise ;to any:duty on the -part of Owner to.exercise this:right for the `begefit of Contractor, any Subcoutractor,.any Supplier, any other.individual:or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work, whether or not fabricated, installed, or completed, or, if the Work has been rejected by Engineer, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges. of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out .of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair Owner's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within one-year after: the date of Substantial Completion (or such longer period of time as may be prescribed by. the terms. of any applicable special. guarantee required by the Contract Documents) or by any specific provision of the Contract Documents, any Work is.found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by Owner or permitted by Laws and Regulations as contemplated in Paragraph 6.11.A is found to be defective, Contractor shall promptly, without cost to Owner and in accordance with Owner's written instructions.: 1. repair such defective land or areas; or 2. correct such defective Work; or if the defective Work has been rejected by Owner, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or. repair -or remove and replace any damage to other Work, -to the work - - of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of Owner's written instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute FJCDC C-700 Standard General Condidow of the CoosOvction Contract Copyright 02007 National Society ofProfessiond Engineers for EICDC. AD rights reserved. Pate 50 of 62 resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the.Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work A. If, instead of requiring correction or removal and replacement of defective Work, Owner (and, prior to Engineer's recommendation; of final payment, Engineer) prefers to accept it, Owner may o so. Contractor shall pay all claims, costs, losses, and damages me u mg but not lunited fees and charges of engineers, architects, attorneys, and other professionals and all court. or arbitration or other dispute resolution costs) attributable to Owner's evaluation of and determination • to accept+such defective Work (such costs. to be. approved by Engineer as to reasonableness) and for the diminished value. of the Work to the extent, not otherwise paid by Contractor pursuant .to .this sentence. If any; such acceptance . occurs 1 prior to Engineer's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and Owner shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs after such recommendation, an appropriate amount will be paid by Contractor to Owner. 13.09 Owner May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from Engineer to correct defective Work, or to remove and replace rejected Work as required by Engineer in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, Owner may, after seven days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and. remedies under . this 'Paragraph 13.09, Owner shall proceed expeditiously. In connection with such corrective or remedial action, Owner may exclude Contractor from all or part of the .Site, take possession of all or part of the Work and suspend Contractor's services related' 'thereto, take possession of Contractor's tools, appliances, construction equipment and machinery at the Site, and incorporate in the Work all materials and FJCDC C-700 Standard Geoenl Coodidom of the Con h cdon Contract Copyright 0 2007 National Society of ProfeWooal Englneen for E1CDC. AD rights reserved. Page 51 of 62 equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner's representatives, agents and employees, Owner's other contractors, and Engineer and Engineer's consultants access to the Site to enable ) Owner to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incoiporating the necessary revisions in the Contract Documents with respect to the Work, and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount of the adjustment, Owner may make a Claim therefor as provided in Paragraph 10.05. Such claims, costs, losses and damages will include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor's defective Work. D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work attributable to the exercise by Owner of Owner's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values A. The Schedule of.Values established as provided in Paragraph 2.07.A will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to Engineer: Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. ApplicationsforPayments: 1. At least 20 days before the date established in the Agreement for each progress payment (but not more often than once a month), Contractor shall submit to Engineer for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment. is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens and evidence that. the materials and equipment are covered by appropriate property insurance or other arrangements to protect Owner's interest therein, all of which must be satisfactory to Owner. 2. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that all previous progress payments received on account of the FJCDC G700 Standard General Conditions of the Cowl, ctlon Contract Copyright 02007 National Society of Professional Engine s for E2CDC. All rights revved. Page 52 of 62 Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 3. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. B. Review of Applications: 1. Engineer will, within 10 days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the Application to Owner or return the Application to Contractor indicating in writing Engineer's. reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. ' 2. Engineer's recommendation of any payment requested in an Application for Payment will constitute a representation by Engineer to Owner, based on Engineer's observations of the executed Work as an experienced and qualified design professional, and on Engineer's review of the�Application for Payment and the accompanying data and schedules, that to the best of Engineer's knowledge, information and belief: a. the Work has progressed to the point indicated; b. the quality of the Work is generally -in accordance.with the Contract Documents (subject to an evaluation of the Work as a functioning -whole prior to or upon Substantial Completion, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Unit Price Work under Paragraph 9.07, and any other qualifications stated in the recommendation); and, c. the conditions precedent to Contractor's being entitled to such payment appear to have been fulfilled in so far as it is Engineer's responsibility to observe the Work. 3. By recommending any such payment Engineer will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the .Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to Engineer in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or entitle Owner to withhold payment to Contractor. 4. Neither Engineer's review of Contractor's Work for the purposes of recommending .payments nor Engineer's iecommendation of any payment, including final payment, will impose responsibility on Engineer: a. to supervise, direct, or control the Work, or EJCDC C•700 Stsodard General Conditions of the Construction Contract Copyright C 2007 Natioml society ofProfessloml Engineer for EJCDC. AU rights reserved. Past 53 of 62 ' b. for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or c. for Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work, or d. to make any examination to ascertain how or for what purposes Contractor has used the moneys paid on account of the Contract Price, or e. to determine that title to any of the Work, materials, or equipment has passed to Owner free and clear of any Liens. 5. Engineer may refuse to recommend the whole or any part of any payment if, in Engineer's opinion, it would be incorrect to make the representations to Owner stated in Paragraph 14.0211.2. Engineer may also refuse to recommend any such payment or, because of subsequently discovered evidence or the results of subsequent inspections or tests, revise or revoke any such payment recommendation previously made; to such .extent as may be necessary.in Engineer's opinion to protect Owner from loss because: a. the Work is defective, or completed Work has been damaged, requiring correction or b. the Contract Price has been reduced by Change Orders; c. Owner has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or d. Engineer has actual knowledge of the occurrence of any of the events enumerated in ParaBraph.15.02.A. C. Payment Becomes Due: Ten days after presentation of the Application for Payment to Owner with Engineer's recommendation, the amount recommended will (subject to the provisions of Paragraph 14.02.D) become due, and when due will be paid by Owner to Contractor. D. Reduction in Payment: 1. Owner may refuse to make payment of the full amount recommended by Engineer because: a. claims have been made against Owner on account of Contractor's performance or furnishing of the Work; b. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to Owner to securethe satisfaction and discharge of such Liens; c. there are other items entitling Owner to a set-off against the amount recommended; or EJCDC C-700 standard General Conditions of the Construction Contract. . Copyright O 2007 National Sodety of Profesdond Engimn for EJCDC. AD righb reared. Pave S4 of 62 d. Owner has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.5.a through 14.02.B.5.aor Paragraph 15.02A. 2. If Owner.refuses to make payment of the full amount recommended by Engineer, Owner will give Contractor immediate written notice (with a copy to Engineer) stating the reasons for such action and promptly pay Contractor any amount remaining after deduction of the amount.so withheld. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, when Contractor remedies the reasons for. such action. 3. Upon a subsequent determination that Owner's refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by Paragraph 14.02.C.1 and subject to interest as provided in the Agreement. 14.03 Contractor's Warranty of Title A.. Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application. for Payment, whether incorporated in the Projector not, will pass to, Owner no later than the time of payment free and clear of all Liens. 14.04 Substantial Completion A. When Contractor considers -the entireWork ready for its intended use Contra ctoi shall notify Owner and Engineer in.writing that the entire Work is' substantially complete (except for items specifically listed by Contractor as incomplete) and request that Engineer issue a certificate of > Substantial Completion. B.. Promptly after, Contractor's.. notification, Owner, Contractor, and Engineer shall make an inspection of the Work to determine the, status of completion. If Engineer.does not consider the Work substantially complete, Engineer will notify Contractor in writing giving the reasons therefor. C. If, Engineer. considers the Work substantially complete, Engineer will deliver. to Owner a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a.tentative list of items to be completed or corrected before final -payment. Owner shall have, seven days after receipt of thetentative certificate during which to make written objection to Engineer as to .any provisions of the certificate or attached list. If, after considering such. objections, Engineer concludes that the Work is not substantially complete; Engineer will, within 14 days after submission of the tentative certificate to Owner, notify. Contractor in writing,. stating the reasons therefor. If, after consideration of Owner's objections, Engineer considers the Work substantially complete, Engineer will, within said 14 days, execute and deliver to Owner and Contractor a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from, the tentative certificate -as Engineer believes justified after consideration of any objections from Owner. D. At the time of delivery of the tentative 'certificate. of Substantial Completion, Engineer will deliver to Owner and Contractor a written recommendation as: to division. of responsibilities EJCDC C-700 Standard General Conditions of the Construction Contract Copyright 02007 National society of professional Engineers for EJCDC. All right, reserved. Nee 55 of 621 pending final payment between Owner and Contractor with respect to security, operation, safety, and protection of the Work, maintenance, heat, utilities, insurance, and -warranties and guarantees. Unless Owner and Contractor agree otherwise in writing and so inform Engineer in writing prior to Engineer's issuing the definitive certificate of Substantial Completion, Engineer's aforesaid recommendation will be binding on Owner and Contractor until final payment. E. Owner shall have the right to exclude Contractor from the Site. after the date of Substantial Completion subject to allowing Contractor reasonable access to remove its, property and complete or correct items on the tentative list. 14.05 Partial Utilization A. Prior to Substantial Completion of all the Work, Owner may use or occupy any substantially completed part of the Work which has specifically been identified. in the Contract Documents, or which Owner, Engineer, and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by Owner for its intended purpose without significant interference with Contractor's performance of the remainder of the Work, subject to the Mowing conditions: Owner at any time may request Contractor in writing to permit Owner to use or occupy any such part of the Work which Owner believes to or t m use and. substantially complete. 'If and when Contractor agrees that such part of the Work is substantially complete, Contractor, Owner; and Engineer will follow `the procedures of Paragraph 14.04.A through D for that part of the Work. 2. Contractor at any time may notify Owner and Engineer in writing that Contractor considers any such part of the Work ready for its intended use and substantially.complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. 3. Within a reasonable time after either such request, Owner, Contractor, and Engineer shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner and Contractor in writing giving the reasons therefor. If Engineer considers that part of the Work to be substantially complete, the provisions of Paragraph 14.04 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect.thereof and access thereto. 4. No use or occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of Paragraph 5.10 regarding property insurance. 14.06 Final Inspection. A. Upon written notice from Contractor that the entire Work or . an agreed portion thereof is complete, Engineer will promptly make a final inspection with Owner and Contractor and will notify, Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such'measures as are necessary to complete such Work or remedy such deficiencies. EJCDC C-700 Standard Central Cooditlom of the Contraction Cuntraet Copyright 02007 National Society of ProfmWml P.oglnters for VCDC. All rights reserved. Pane 56 of 62 14.07 Final -Payment A. Application for Payment:. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections identified during the final inspection and has delivered, in;accordance,with.the. Contract Documents, all maintenance and operating instructions, schedules, guarantees, bonds, certificates or. -other evidence. of insurance,. certificates; of inspection, marked -up record documents. (as provided in Paragraph 6.12), and other documents,. Contractor may make application for final payment following the procedure for progress payments. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence ofinsurance required by Paragraph 5.04.B.6; b. consent of the surety, if any, to final payment; c. a list of all Claims against Owner that Contractor believes are unsettled; and d. complete and legally effective releases or waivers (satisfactory to Owner) of all Lien rights atising out of or Liens filed in connection with the. Work: 3. In lieu of the, releases or waivers of Liens, specified in Paragraph 14.07A 2 and as approved by"Owner, Contractor may furnish rtxeipts oi;eleases ih full and an afEdavit of Contractor that whi. (i) the releases and; receipts include all labor; services, material,'and:.equipment for ch a Lien`could,be filed; and (ii).all payrolls, material aiid,.equipmeht bills, and other indebtedness connected with the Work for which Owner'might in siiytivay be'responsible, or which might in any way result in liens or other burdens on Owners property, have been paid or otherwise satisfied. If any Subcontractor or.Supplier fails to famish such a release or receipt in full, Contractor may famish a bond or other collateral satisfactory to Owner to indemnify Owner against any Lien. B. Engineer's Review of Application and Acceptance: 1. If, on the basis of Engineer's observation of the Work during construction and final inspection, and Engineer's review of .tire final Application for Payment and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work has. been completed and Contractor's other obligations under the Contract Documents have been fulfilled,, Engineer will, within ten days after receipt of the, final Application for Payment, indicate in writing Engineer's recommendation, of payment and present the Application for Payment to Owner for payment. At the same. time Engineer will also give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment to Contractor, indicating in writing .the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application for Payment. C. Payment Becomes Dne: EJCDC C-700 Standard General Condalom of the Comtructioo Coutmet _. Copyright 02607 National Society ofProfesdomi Englneen for EJCDC. Ail rights served. Page 57 of 62 1. Thirty days after the presentation to Owner of the Application for Payment and accompanying documentation, the amount recommended by Engineer, less any sum Owner is entitled to set off against Engineer's recommendation, including but not limited to liquidated damages, will become due and will be paid by Owner to Contractor. 14.08 FinalCompletion Delayed A. If, through no fault of Contractor, final -completion of the Work is significantly delayed, and if Engineer so confirms, Owner shall, upon receipt of Contractor's final Application for Payment (for Work . fully completed and accepted) and recommendation of Engineer, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and. accepted If the remaining balance to be held by Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if bonds have been famished as required in Paragraph 5.01,.the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted"shall be submitted by Contractor to Engineer with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, tkdept that it shall not constitute a waiver of Claims. 14.09 Waiver of Claims A. The making and acceptance of final payment will constitute: 1. a waiver of all Claims by Owner against Contractor, except Claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to Paragraph 14.06, from' failiire to comply with the Contract Documents. or the terms of any special guarantees specified t} erei' or from Contractor's continuing obligations'under the Contract Documents; and 21 a waiver of all Claims by Cont actor' against Owner other than those previously made in accordance with the requirements herein and expressly acknowledged' by Owner in writing as still unsettled. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 Owner May Suspend Wdrk A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by notice in writing to Contractor and Engineer which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed Contractor shall be granted an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes a Claim therefor as provided in Paragraph 10.05. 15.02 Owner May Terminate for Cause A. The occurrence of any one or more of the following events will justify termination for cause: • "_ FJCDC C-700 Standard Gtoerod Condition of the Controetion Coot] aot Copyright a 2w7 National Sodety of Professbod F.o¢oeere for FJCDC. AD rights reserved .. Page 58 of 62 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the Progress Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of Engineer, or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents. B. If one or more of the events identified in Paragraph 15.02.A occur, Owner may, after giving Contractor (and surety) seven days written notice of its intent to terminate the services of Contractor: 1. exclude• Contractor from the Site,. and take possession, of the Work and of all Contractor's tools, appliances, construction equipment, and machinery at the Site, and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion); 2. incorporate in the Work all materials. and equipment stored at the Site or for which Owner 3. complete the Work as Owner may deem expedient. C. If Owner proceeds as provided in Paragraph 15.02.B, Contractor shall not be entitled to receive anyfurther payment until -the Work is .completed. Tf.the.,;unpaid balance of the: Contract Price exceeds all claims, costs, losses, and,damages (including but not jimited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Owner arising. out.of or.relating to completing the Work, such excess will be paid to Contractor. If such claims, costs, losses, and damages exceed such unpaid. balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and,.when so approved by Engineer; incorporated in a' Change Order. When exercising any rights or remedies under this Paragraph, Owner shall not be required to obtain the lowest price for the Work performed D. Notwithstanding Paragraphs 15.02.B and 15.02.C, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its `.failure:to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. E. Where Contractor's'services have been so, terminated by Owner; the termination will not affect any rights or remedies of Owner.against Contractor then existing or which.may thereafter accrue. Any retention or: payment of moneys due Contractor by Owner will not release. Contractor from liability. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright O 2007 Natlonel society of Professional Engineers for EJCDC. AD rights reserved Page 59 of.62 F. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.01.A, the termination procedures of that bond shall supersede the provisions of Paragraphs 15.02.13 and 15.02.C. 15.03 Owner May Terminate For Convenience A. Upon seven days written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, terminate the Contract. In. such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior rm to the effective date of teination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained. prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents. in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 3. all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and'other professionals and all court or arbitration or other Suppliers, and others; and 4. reasonable expenses directly attributable to termination. B. Contractor shall riot be paid or1 account of loss of anticipated profits or revenue or other economic loss arising out:of or resulting from such termination. 15.04 Contractor May Stop Work or Terminate .A. If, through no act or. fault of Contractor, (i) the Work is suspended for more than 90 consecutive days by Owner or under an, order of court or other public authority, or (ii) Engineer fails to act on any Application for Payment within 30 days after..it is submitted, or (iii) Owner fails for 30 days finally to pay Contractor any sum determined to be due, then:Contractor may, upon seven days written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such suspension or failure within that time, terminate the Contract and recover from Owner payment on the same terms as provided in Paragraph 15.03. B. In lieu of terminating the. Contract and without prejudice to.any other right or remedy, if Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or Owner has failed for 30 days to pay Contractor any sum finally determined to be due, Contractor may, seven days after:written notice to Owner and Engineer, stop the Work until payment is made of all such amounts due - .Contractor, including interest thereon. The provisions of this Paragraph' 15.04 are not intended to,preclude. Contractor from moking a Claim under Paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to Contractor's stopping the Work as permitted by this Paragraph. E2CDC C-700 Standard General Conditions or the Coustruetiou Contract Copyrtht 02007 National Society of Professional Enenteta for EICDC AU ri=hb rtss ed. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either Owner or Contractor may request mediation of any Claim submitted to Engineer for a decision under Paragraph 10:05 before such decision becomes final. and binding., The mediation will be_ governed by the :Construction Industry Mediation Rules of the American Arbitration Association in effect,as of the Effective Date of the Agreement. The request for mediation shall be submitted in writing to the American Arbitration Association and the other party to the Contract Timely submission of the request shall stay the effect of Paragraph 10.05.E. B. Owner and Contractor shall participate in the mediation process in good faith. The process shall be concluded within 60 days of filing of the request The date of termination of the mediation shall be determined by application of the mediation rules referenced above. C. If the Claim is not resolved by mediation, Engineer's action under Paragraph 10.05.0 or a denial pursuant to Paragraphs 10.05.C.3 or 10.05.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, Owner or Contractor: 1. elects in writing to invoke any dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to, submit the Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address ]mown to the giver of the notice. 17.02 Computation of Times A. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday,or on a day made a legal holiday by the law. of the applicable jurisdiction, such day will be omitted from the computation. EJCDC C-700 StandardCeoeral Conditions of the Construction Contract . Copyrigbt 02007 National Society of Professional Engineers for EJCDG All rights rex ed. Page 61, of 62 17.03 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 17.04 Survival of Obligations A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with"the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination orcompletion of the Contract or termination of the services of Contractor. 17.05 Controlling Law A. This Contract•is to be governed by the law of the state in which the Project is located. 17.06 Headings A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. BICDC G700 Standard General Conditions of the Constmdon Contract Copyright 02007 Nationsi Society of Professional P.nginecra for P3CDC. AD rig"ra ed. • Paae 62 of 62 City of La Porte Section 00800 Supplementary Conditions PART 1 — AMENDMENTS TO GENERAL CONDITIONS These Supplementary Conditions amend or supplement the Standard General Conditions of the Construction Contract (Section 00700 — General Conditions) and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. ARTICLE 2 — PRELIMINARY MATTERS SC-2.01.E Delete Paragraph 2.01.E of the General Conditions in its entirety and insert the following in its place: 'Men delivering executed contracts for the OWNER's signature, CONTRACTOR shall deliver to OWNER, with a copy to the ENGINEER, certificates and other evidence of .insurance requested by OWNER which CONTRACTOR is, required to purchase and maintain in accordance with Article 5." :. SC-2.02 Amend the.first sentence of Paragraph 2.02 of the General Conditions to read • as follows: "OWNER shall famishAo .C.ONTRACTOR up to five, printed or hard copies of the Drawings and Project Manual. Additional copies will be furnished upon request at the cost of reproduction! ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE. AND. PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL: CONDITIONS; REFERENCE POINTS SC-4.02 Add the following new paragraphs immediately after Paragraph 4.02.B: C. In the preparation of Drawings and Specifications, ENGINEER or ENGINEER's Consultants relied upon the following reports of explorations and tests of subsurface conditions at the Site: 1. None. ARTICLE 6 — BONDS AND INSURANCE SC-5.03.A Certificates of Insurance Add the following new sentence following Paragraph 5.03.A: All such certificates of insurance shall include a speck waiver of all rights of subrogation in favor of the Owner (the City) and other named insureds. City of La Porte Section 00800 Supplementary Conditions SG5.03.6 Delete Paragraph 5.03.E in its entirety. SG5.04 Add the following new paragraph immediately after Paragraph 5.04.13: C. The limits of liability for the. insurance required by Paragraph 5.04 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations: Workers' Compensation, and related coverages under Paragraphs 5.04.A.1 and A.2 of the General Conditions: a. State: Statutory b. Applicable Federal (e.g., Longshoreman's): Statutory c. Employer's Liability: $1,000,000 Each Accident $'f,000,000 Disease — Policy Limit 2. Contactor's General Liability under Paragraphs 5.04.A.3 through A.6 of the General Conditions which shall include completed operations and product liability coverages and eliminate the exclusion with respect to property under the.care, custody and control of Contractor. a. General Aggregate: $2,000,000 b. Products — Completed. Operations Aggregate: 2 0$ . 00,000 c. Personal and Advertising Injury: 1 0$ , 00,000 d. Each. Oceurrence(Bodily Injury and Property Damage) 1 0$ , 00,000 e. Property Damage liability insurance will provide Explosion, Collapse, and Underground coverages where applicable. f. Excess or Umbrella Liability 1. General Aggregate: $2,000,000 2. Each Occurrence:$1,000,000 3. Automobile Liability (including owned, hired„ and non -owned vehicles) under Paragraph 5.04.A.6 of the General Conditions: a. Bodily Injury: Each person: 1 0$ , 00,000 Each accident $1,000,000 b.. Property Damage: Each accident $1,000,000 City of Le Porte Section 00800 Supplementary Conditions 4. The Contractual Liability coverage required by Paragraph 5.04.B.4 of the General Conditions shall provide coverage for not less than the following amounts: c. Bodily Injury: Each accident: Annual aggregate: $1,000,000 $2,000,000 d. Property Damage: Each accident $1,000,000 Annual aggregate: $2,000,000 SC-5.06.A Delete Paragraph 5.06.A in its entirety and insert the following in its place: A., CONTRACTOR shall purchase and maintain property insurance upon the Work at the Site in the amount of the full* replacement cost thereof. This insurance shall. 1. include the interests of OWNER, CONTRACTOR, Subcontractors, ENGINEER,, ENGINEER's Consultants, and any: other. individuals or 'entities idehtified'in the Supplernentary Conditions, and the officers, directors, partners, employees, agents, and other consultants and subcontractors of any,of them each of whom is deemed to have an insurable. interest and shall tie listed as an insured or additional insured; 2. be:written on a Builder's Risk "all-risk" or open peril or special causes of loss policy form that shall at least include Insurance for physical loss and damage to the Work, temporary.buildings, falsework, and materials and equipment In transit and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage; theft, vandalism and malicious mischief, . earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage, and such other perils or causes of loss as may be specifically required by the Supplementary Conditions; 3. include'ezpenses incurred in :the repair or, replacement of any insured property (including but not limited to 'fees and charges of engineers and architects); 4. cover materialsand equipment stored at the Site or at another location that was agreed to in writing by OWNER prior to being incorporated in the Work, provided that such materials and.equipment have been included in an Application for Payment recommended by�ENGINEER; and I City of la Porte Section 00800 Supplementary Conditions 5. allow for partial utilization of the Work by OWNER; 6. include testing and startup; and 7. be maintained in effect until final payment is made unless otherwise agreed to in writing by OWNER, CONTRACTOR, and ENGINEER with 30 days written notice to each other additional insured to whom a certificate of insurance has been issued. B. CONTRACTOR shall be responsible for any deductible or self -insured retention. C. The policies of insurance required to be purchased and maintained by CONTRACTOR in accordance. with this Paragraph SC-5.06 shall comply with the requirements of Paragraph 5.06.0 of the General Conditions. SC-5.06 Delete Paragraphs 5.06.B, 5.06.D, and 5.06.E in their entirety. SC-5.07.A Delete Paragraph 507.AIn its entirety and; insert the following in its place: A.._ Owner: and Contractor _intend that'eII poUoies purchased in accordance with 'Paragraph 5:04 and 5.06 will protect Owner; Contractor, Subcontractors, and Engineer, and all other individuals or entities identified in the Supplementary Conditions to be listed as insureds or additional insureds (and:the..officers; directors,.. partners, employees, agents, consultants and subcontractors of each and any of. them) in such policies and will provide primary: coverage for all losses and damages caused by the perils or causes of loss covered thereby. All such policies shall contain provisions to the effect that in. the event of payment of any loss or damage the insurers will have no; rights of recovery against any of the insureds or additional insureds thereunder. To the extent that Contractor's insurance conforms to the requirements of the Contract, Owner.and Contractor waive all rights against each other and their respective officers, directors, partners, employees, agents,.,consultants and subcontractors of each and any of them for all losses` and damages. caused by,. arising out of.or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work; and in addition, waive all such rights against Subcontractors, and Engineer, and all other individuals or entities identified in the Supplementary Conditions to be listed as insured or additional insured (and the officers, directors, partners, employees, agents, consultants andi"subcontractors of each and any of them) under such policies for losses and damages so caused. City of La Porte SC-5.07.E SG5.08 SC-5.09 Section 00800 Supplementary Conditions Delete Paragraph 5.07.13 in its entirety. Delete Paragraphs 5.08.A and 5.08.E in their entirety. Delete Paragraph 5.09.A in its entirety and replace with the following: A. If Owner has any objection to the coverage afforded by or other provisions of the bonds or insurance ..required to be purchased and maintained by Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, Owner shall -so nofrfy Contractor in writing. Owner and Contractor shall. each .provide to the other such additional information inrespect of insurance provided as the other may reasonably request. . Contractor. shall,, purchase or maintain all of the bonds and insurance required by the Contract Documents.. Without prejudice to any other right or remedy, the Owner may elect to obtain equivalent bonds or insurance to, protect :Owners interests. at the expense of the Contractor, and ARTICLE 6 - CONTRACTOR'S.:RESPONSIBILITIES; SC-6.09C Add the following new paragraph immediately after Paragraph 6.09C: D. The CONTRACTOR. and his, subcontractors shall expresslycomply with ARIcle.5159X Revised :Civil Statutes of Texas, 1925, commonly known as, 'The Prevailing Wage AcY including the latest provisions., Not less than the minimum prevailing wage for the Harris County area shall be paid for labor which is employed by the CONTRACTOR and his subcontractors for execution of this contract. The CONTRACTOR and his subcontractors shall keep accurate records of the names, wage classifications, and hourly wages paid to each worker employed on this project. These records shall be open to inspection by the OWNER. ARTICLE 11 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK SC-1.1.03.0 Delete Paragraph 11.03.D in its entirety and insert the following in its place: E. The unit priced an.item.of Unit Price Work Shall.besubject to reevaluation and adjustment under the following conditions: City of La Porte Section 00800 Supplementary Conditions 1. if the total cost of a particular item of Unit Price Work amounts to 5% or more of the Contract Price and the variation in the quantity of that particular item of Unit Price Work performed by the Contractor differs by more than 25% from the estimated quantity of such item indicated in the Agreement; and 2. if there is no corresponding adjustment with respect to any other item of Work; and 3. if'CONTRACTOR believes that CONTRACTOR has incurred additional expense as' a result thereof;- or If OWNER believes that the quantity variation entitles OWNER to an adjustment in the unit price; either OWNER or CONTRACTOR may make a claim for'an adjustment in the Contract Price in accordance with Article 10 if the parties are unable to agree'as to the effect of any such variations in the.quantity of Unit Price Work performed. prrtc�E 14 — PAYMENTS TQS?ONTRACTOR AND COMPLETION SC-14.09 Add a new paragraph immediately after Paragraph 14.09 .A.2. of the General Conditions which is to read as follows: 14.09. B. In addition to the liquidated damages set forth in the Agreement, CONTRACTOR shall be liable for all additional costs for ENGINEER's services beyond Substantial and Final"completion dates. OWNER will deduct these costs from any monies due or that may become due CONTRACTOR or Surety and pay ENGINEER for said services. ARTICLE 16 — DISPUTE RESOLUTION SC-16.01. Delete in its entirety and insert the following in its place: DISPUTE RESOLUTION, METHODS AND PROCEDURES: ENGINEER will be. the initial interpreter of the requirements of the.Contract Documents and judge of the acceptability of the Work thereunder, Claims, disputes andother matters relating to the acceptability of the Work or '•the interpretation of the requirements of the Contract Documents_ pertaining to the performance and furnishing of the Work in respect of changes in the Contract Price or Contract Times will be referred initially to ENGINEER in writing with a request for a formal decision in accordance with this paragraph! Written notice of each'such claim, dispute, or other matter will be delivered by the claimant to the! other party of the Agreement promptly (but in no event later than thirty 1301 days).after the start of the occurrence or event giving rise thereto, and written supporting data will be submitted to ENGINEER and the other party within forty-five (45) days after start of such occurrence or event unless ENGINEER allows an additional period of time for City of La Porte Section 00800 Supplementary Conditions the submission of additional or more accurate data in support of such claim, dispute or other matter. The opposing part shall submit any response to ENGINEER and the claimant within thirty (30) days after receipt of the claimant's last submittal (unless ENGINEER allows additional time). ENGINEER will render a formal decision in writing within thirty (30) days after receipt of .the opposing. party s submittal, if any, in accordance. with this paragraph. The ENGINEER'S rendering of a formal decision shall be a.. condition, -precedent to -further dispute resolution actions. The General.process for dispute resolution shall be: • ENGINEER renders a decision • Senior representatives meet to resolve further dispute Mediation CONFERENCE BETWEEN -SENIOR REPRESENTATIVES: Subsequent to We'decision'by'the'ENO INEER, the disputirig party 'shall give the other,party written notice of appeal of the dispute including the ENGINEER. Within ten (10) days after receipt of said notice, the receiving party shall submit to the other a written response. I ne notice and response shall include (a) a statement- of each party's position and a summary 6Vthe evidence and arguments supporting its position, and (b) the name and title of the executive officers lwho will represent that party. 'The-: executive officers, shall meet 'at a- mutually acceptable time and place withint4enty(20) days of the date of the disputing party's notioWtind thereafter as often as they reasonably deem necessary to exchange relevant information and to attempt to resolve the dispute. MEDIATION: If the controversy or claim has not been resolved within thirty (30) days of the meeting of the Senior Representatives, the parties agree to settle the dispute by mediation administered by the American Arbitration Association under its Construction Industry Mediation currently in effect. The'request may be made concurtenty with the filing of a demand for litigation, but, in such event, mediation shall proceed in advance of litigation, which shall be stayed pending mediation for a period of sixty (60) days from the date of filing, unless stayed for a longer period by agreement of the parties. Request for mediation shall be filed in writing with the other party to the Contract and with the American Mediation Association. The parties shall share the mediator's fee and any filing fees equally. The mediation shall be held in the place where the Project is located, unless another location is mutually agreed upon. Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. For any controversy or claim to mediation under the terms of this contract in which no party's total disclosed claim or counter -claim exceeds $75,000, exclusive of interest, the parties shall participate in mediation under the Fast Track Procedures as set forth in the Construction Industry Mediation Rules of the American Arbitration Association. Where no party's claim exceeds $10,000, exclusive of interest, and in other cases where the parties agree, the dispute shall be resolved by submission of documents, as provided for in Rule City of Le Porte Section 00800 Supplementary Conditions F-9 of the Fast Track Procedures of the Construction Industry Mediations Rules of the American Arbitration Association. LIMITATION ON CONSOLIDATION OR JOINDER: No mediation arising out of or relating to the Contract shall include,•by consolidation or joinder or any other manner, the -ENGINEER, the. ENGINEER'S, employees or consultants, except by written consent containing speck reference to the Agreement and signed by the ENGINEER, OWNER, CONTRACTOR or any other person or entity sought to be joined. No mediation shall include, by consolidation or joinder or any other manner, parties other than the OWNER, CONTRACTOR and other persons substantially involved in a common question of fact or law whose presence is required if complete relief is to be accorded in mediation. No person or entity other than the OWNER, CONTRACTOR shall be included as an original third party or additional third party to a mediation whose interest or responsibility is insubstantial. Consent to mediation involving an additional person or entity shall not constitute consent to mediation of a Claim not described therein or with a person ;or entity •not described therein. The foregoing agreement to mediate and other agreements to mediate with an additional person or entity duty consented. -to -by parties. to the Agreement, shall be specifically enforceable under applicable law in any. court having -jurisdiction thereof.• CLAIMS AND TIMELY ASSERTION OF CLAIMS:.....,.,., The party filing a notice.to demand for mediation must assert in the demand.all Claims then known to,that party on which mediation is permitted totbe demanded. . NON -JURY TRIAL: Any claims disputes or controversies between the parties arising out of or relating to the Agreement, or the breach thereof, which have not been resolved in accordance with the procedures set forth. above shall be resolved through litigation. The parties stipulate that venue for.any such proceedings shall be in the district courts Hams County, Texas. In the event the parties are forced to litigate their disputes, owner and contractor agree to each waive their right to a trial by jury and further agree that the. judge shall be the sole finder of fact and rule on the law of_the case, without a jury. END OF SECTION REFERENCES Please indicate here, the names and addresses of persons in management. capacity.for Lessor of any of your operations for reference and recommendation„ Failure to complete and submit this.form may be cause to .. disqualify your proposal. COMPANY CONTACT' ....:. PHONE :;;.:: :EMAIL NAME NAME ADDRESS NUMBER ADDRESS n ' COMPANY CONTACT PHONE' EMAIL NAME NAME 'ADDRESS NUMBER: ADDRESS COMPANY CONTACT . PHONE EMAIL NAME NAME `ADDRESS' NUMBER ADDRESS COMPANY CONTACT PHONE EMAIL NAME' NAME ADORESS" 'NUMBER ADDRESS If needed, please provide' separate sheet with information requested. Please note, email address must be included. OTHER QUALIFICATIONS .. ►�YT(A b E e D;.: . TECHNICAL" SPECIFICATIONS ITEM 00104 REMOVING OLD CONCRETE 104.1 Description. 'Removing Old Concrete" shall consist of breaking up and satisfactorily disposing of concrete, pavement, driveways, sidewalks, combined curb and gutter, or curb and all concrete structures: 104.2 Construction Methods. Existing concrete to be disposed of, consisting of pavement, driveways, sidewalks, combined curb and gutter or curb, shall be broken up into pieces by air -driven machinery or other suitable.:means. The use of explosives for breaking up old concrete will not be permitted, unless authorized by the Engineer, and when so authorized,. adequate precautions shall be given to prevent damage to adjacent property. Reinforcing steel shall be cut as necessary for satisfactory disposal. Where only a portion of the existing concrete is to be removed, special care shall be exercised to avoid damage to that portion of the.concrete to remain in -place. The existing concrete shall be cut to the neat lines shown on the plans or.established by the Engineer and any existing concrete beyond the neat lines so established which is damaged or destroyed by these operations shall be replaced at the Contractor's entire expense. Where sawcutting is required, it shall be incidental to the removal of old concrete. Where indicated .on the plans, old concrete which is removed shall -be loaded, hauled and disposed of by the Cd itractor at locations w6i obtained by him. Work performed under this item shall be inaugurated at such trine and prosecuted in such a manner as to cause a minimum of inconvenience to traffic or owners of adjacent property.. 104.3 Measurement. Existing concrete pavements with or without curbs, driveways, sidewalks, median strips, and riprap, removed as. prescribed above, will be measured by the square yard in its original position, regardless of its thickness or the depth of covering: Existing combined concrete curb and gutter and concrete curb, not on concrete pavement, removed as prescribed. above will be measured by the linear foot in its original position, regardless of the dimensions of same. Monolithic concrete and/or doweled concrete curb will be considered as part of the concrete pavement and will not be measured separately. Removal of concrete structures shall be, by the lump sum. 104.4 Payment. The work performed as prescribed by this item, measured as provided under "Measurement" will be paid for at.the unit „price 4id_ fo5 'Removing.. Old 6froncrete" (of the type specified), which price shall be full i¢oriipensatiot 1od breaking bi lth9_ concrete, cutting reinforcing steel when required, loading, hauling and disposing of the matenal and for all labor, tools, equipment, manipulations and incidentals necessary to complete the work. TECHNICAL SPECIFICATIONS \ ITEM 00105 CONCRETE SIDEWALK REPLACEMENT 1. DESCRIPTION 1.1, This section covers the furnishing of.. all .equipment, .,superintendence, labor, and materials necessary-in'construction of concrete •sidewalks including wheelchair, ramps .in accordance . with the plans and specifications: 2. MATERIALS 2.1 Concrete shall conform with requirements. specified in Technical Specification 00360 "Concrete Pavement' 2.2 An approved type of commercial pre -molded expansion joint (3/4" thick) or redwood (1" thick) shall be placed. 2.3 Reinforcing -steel shall be #3 bars at 18" O/C each way or #4 (d124" O.C. E.W. 2.4- Cushion select fillshall be cleawand well graded and free of Gay and humus material. 3. CONSTRUCTION METHODS:'i 3A Stripping: All grass: and humus materiafshall be stripped -arid removed from the area of the sidewalk. ;:... 3.2 Grading: After stripping and removing of grass;, humus material, and tree Foots; any soft or otherwise unsuitable material within the sidewalk area shall be removed and replaced with approved fill materials and compacted. The grade shall then be brought up to the: bottom of thhe ptoposed level of the sidewalk with a maximum of four inches (4'1 of select fill. 3.3 Forms: The sidewalk shall be formed and braced with fortes of wood or metal, straight, free from warp and of a nominal depth of four inches (4') prior to pouring of concrete. -The forms shall be braced so that no horizotdal'or vertical displacement occurs during the concreW pour or during the period for curing. 3.4 Expansion joints'shall have a maximum' spacing of thirty feet (301: between joints or as shown on the plans and according to this specifications or as directed by the, Owner's Representative. Expansion joints shall be required where all sidewalks intersect with existing driveways, existing roadway pavement, and at all saw cuts locations unless otherwise directed by the Engineer: In, locations where the new concrete is to be to existing concrete, the old expansion joint material shall be removed and replaced with new expansion joints. 3.5 During the placing of the concrete, the reinforcement shall be held in a position parallel with the surface plane..of the sidewalk as shown on the plans or as called for in the,specificetions by the. . use of plastic chairs or other methods approved by the engineer. 3.6> ­ , ', ,,. The`concrete�surface shall have a rough; non=skid4ype finish: The concrete surface shall be free of any graffiti or writings. It shall be the contractor's -.responsibility to protect the freshly poured concrete and finish on the surface a sufficient length of time to allow the concrete to set up. Any j concrete with graffiti and/or writing shall.not be accepted and shall be removed and replaced by the contractor at no cost to the owner. 3.7 The construction joint shall be edged in the surface of the concrete at every six foot (6) intervals. 3.8 The outer edge and joints shall be troweled to give a smooth surface and rounded to a 1/4 inch radii. 4. CURING 4.1 After the concrete has obtained a final set the, concrete surface ,shall be sprayed with membrane curing compound to protect ft against loss of moisture for a period of not less than 72 hours from the beginning of curing operations. 4.2 Failure to provide the proper curing or other failures to comply with curing requirements shall be cause for immediate suspension of concreting operations. 5. CYLINDER OR BEAM TESTS 5.1 During work progress, the Owner, at his discretion, shall have cylinders or beam tests performed as specified herein. The laboratory testing and services shall be provided by the Owner. The Owner does hereby reserve the right to collect all cylinder samples: himself, if desired, and deliver same to the testing laboratory approved to perform the tests prior to the placement. of concrete. The tests will be performed to. maintain a check on the compressive or flexural strengthof the concrete that is actually placed. The test shall be defined as the average of the breaking of three cylinders or two beams as the case may be. Test beam or cylinder specimens shall be required for each 167.5 cubic .yards, or a portion thereof, placed each day. For smaller concrete placements, the Owners Representative may vary -the test specimens. to 25 cubic yard..placement% over a several day period, Cylinders or beam specimens shall be placed, covered and stored in curing water tanks at temperatures between 70 degrees F. and 90 degrees F., until transported to the testing laboratory. The test specimens shall be cured in accordancetwith THD Bulletin CA 6. ..PROTECTION OF SIDEWALK ---_ �1—.------T-he-contractor-shall-erect-and-maintain-the-barricades-required_by_the-plans _and/oc.the—__ __-._-_-_- specifications, or such other,standard,barricades and approved' devices as will,exciude public traffic and traffic of. his employees and agents from the newly placed sidewalk. All barricades shall remain in place until such time as the concrete. has cured sufficiently to a point• where it is safe to be used .by the public and not be damaged by that use. Barricades shall not be removed until all form materials, surplus wood and steel or any other surplus materials have been removed from the site to provide for the safety of the public.AII. areas, adjacent to sidewalksr whereforms were removed shall be backfilled and graded prior to removal of the barricades.: . 7. CLEAN-UP: r 7.1 The contractor shall remove all rubbish and: waste materials from the site. The clean-up operation shall be kept up behind the construction at all times. 8.. _ MEASUREMENT 8A The concrete sidewalk, complete in place, to the dimensions and limits detailed on the .plans and, as described in these, specifications will be measured: by square yard of sidewalk placed. Curb shall be incidental to the job and will not'be measured.: 9. PAYMENT ,;... •.. ^. l 9.1 The payment for the concrete sidewalk megsured as indicated in paragn / contract unit bid price per square yard for concrete sidewak complete rn place Pa compensation for cost of.fumishing all: punt equipment supenn endence labor~ and ma operations required fora completed iristall ri iiicludmgistripping; ,grtidi, ,fill material concrete and reinforcing, clearwp and all incidental operations required for a complete fc 9.2 Wheel chair, ramps; shall. not be measured, -but shall be,pard for.,byeact per each typA of;concrete:.wheel chairramps.identifiad oq!the. Plans.(Types A B):, Placei and concrete.curb shall be considered, incidental and no.separate pay item Noll tie all )h 8 will be made at the ment, will constitute full uials and performing all furnishing and placing ndation at itie,contract.bid.price lent of select fill cushion TECHNICAL SPECIFICATIONS Il EIUI 00108 y ADJUSTMI NRV ,*METEFF,.iWES VALVE BOXES AND:MANHOLE RINGS AND.CONER 1. DESCRIPTION 1.1 This sectibh shalhg6v6m the adjustment of meter boxes; valve boxes; manhole rings and covers, etc. to the proposed finished grade of roadway paving, sidewalks; parking lots; or other paved _........----._....._.surfaces.-as. indicated.-on_the--plans_or,_in_the_opinio0 oLth-e—Ow_.ne fa..Representative,_ requiring adjustment. The work covered in this section consists of furnishing all plant equipment, labor, materials, and performance of all operations for the required adjustments. 2. CONSTRUCTION METHODS 2.1 After the existing pavement is removed, the existing water meter box, valve box, or manhole ring and cover shall be excavated around in a sufficient manner to allow for the required adjustment in grade. The adjustment of water meter boxes and valve boxes shall be made without adjustment in grade on the water line or service lines. If, in the opinion of the Owner's Representative, work may be performed by City of La Porte personnel. The adjustment of manhole rings and covers shall be accomplished by removal or addition of materials necessary, to bring the top to grade and may be poured as an integral part of the proposed pavement. 3. MEASUREMENT 3.1 The adjustment of the water meter boxes, valve boxes, and manhole rings and covers shall be measured by each. 4. PAYMENT 4.1 Payment for complete adjustment of water lines, water meter boxes, valve boxes, and manhole rings and covers will be made at the unit bid price bid for the adjustment of gate valve boxes. 1.1 The work covered. by this section consists of furnishing all plant equipment labor, materials, and performance, of,all operations fd_placemen2 of sand used as a.cushion"fof sidewalks driveways and wheelchair �amps,:as well a extra sand ordered by the Engineer, _...... . _...............2—_.—_MATERIALS---------- ------ ------------------ 2.1 Sand: The sand shall be a river sand free from roots and other objectionable matter. 3. CONSTRUCTION METHODS 3.1 Sand shall be placed, as directed by the Owner, in not'rhore than four (4) inch layers, loose measured and compacted with mechanical tamps or other approved equipment 4. MEASUREMENT... . :.:. 4.1 Sand ordered by the. Engineer will be measured by the cubic yard` based on delivery haul. tickets which shall: be provided to .the Owners representative on the day of the- delivery. -The sand tickets shall be subjectito inspection and verification by determining the load capacity of the delivery vehicle(s). Sand used as a cushion for sidewalks, driveways and wheelchair ramps is considered incidental to the work, and will not be measured separately. . 5. PAYMENT 5.1 Sand ordered by the Engineer will be paid by the unit price bid per'cuhic yard. Sand used as a cushion for, sidewalks, driveways and wheelchair, ramps is considered incidental. to .the work, and payment is included in the unit cost for each of these items. TECHNICAL SPECIFICATION iTEM o0360 CONCRETE PAVEMENT WA Description This rtem,shail consrsf of a pavement of Obitland cement concrete with reinforcement,'as shown on the pins, with specified mono lithic'curbs;'obnstructad as herein specified on the prepared subgrade or other base course' In conforniry'with the thickh6ds and typical-crosssections_shpwn on..the_drawings,_arid to the_lines_arld_gr�des estab-19.by_the..., ....... .... . Engineer. 360.2' Materials. The cement shall be either Type I or Type III of a standard brand of Portland cement which shall conform to ASTM Designation C150. Type III cement shall be used when high early concrete is required. If the use of high early strength cement:is not specified,.and the Contractor desires to use it, he shall obtain written permission of the Engineer and shall assume all additional costs incurred by the use of. such cement Flyash may be used with the cement Cement plus ftyash''shall '66 composed of Portland cement, of the type specked herein, and a maximum of 28 percent fyash by absolute volume. It is percent during cold weather concreting (average ambient temperature, over a 24 hour period after placement, less thari:'50017). Flyash shallbe Class C conforming to the requirements of ASTM C618;: "Specificr;tion for Flyash .and.. Raw or Calcined Natural Pozzolann for use. as a Mineral • Admixture In -Portland Cement Concrete". Flyash shall have a minimum CaO Content of . 20,perceM ..,.:.:.; n,r.... . Unless otherwise designated on the drawings, or herein, all bar reihforcernent shall tie deformed and shall conform to ASTM Designation A615, Grade 40, open hearth, basic oxygen or electric furnace new billet steel. Grade 60 may be used, provided a is furnished to the City of Le Porte at the same price as Grade 40. , The use'of prefatmcated deformed steel bar mats, conforming to ASTM At 84. is not permitted. with prior approval of the Engineer, admixtures meeting the requirements of ASTM Designation C494, titled "Chemical Admixtures for Concrete" and ASTM Designation C1017 titled "Chemical Admixtures for use in Producing Flowing Concrete", may be used. Aggregates shall conform to ASTM C33, "Specifications for Concrete Aggregates". Coarse aggregate shall consist of durable particles of gravel, crushed stone, or combinations thereof, free from frozen material or injurious amounts of sale, alkali, vegetable matter, or other objectionable material either free or as an adherent coating, and its quality shall be reasonably uniform throughout. It shall contain not more than 0.25 percent by weight of clay lumps, not more than 1.0 percent by weight of laminated and/or friable particles. It shall have a wear of not more than 35 percent when tested in accordance with ASTM method C131, the "Los Angeles Abrasion Test" When tested by ASTM method C136 and ASTM C117, it shall meet the following grading requirements: TABLE 1. COARSE AGGREGATE. GRADATION %,Retaine0y,,W.t,*,:,..o, Retained on 1-34'sleve 00% .;,Retained on.:l;;,112'!sieve %00,5%,, Retained on 3/4" sieve Retained on 3/8" sieve 70% to 90% Retain&d*on No"4 sieve 95% to 100% -------------- - fheloss by debantation shall be 6 maximum of one . percent. Fine aggregate shall consist of clean, hard, durable and uncoated particles of natural or manufactured sand ora combination thereof, With or without a mineral filler. It shall befree from froieh'material, or Injurious .6nidlurits of saft, blkali,I.Vegetabld matter or other objectionable material and it shall contain not more than 0.5 percent, by weight' of clay lumps.tWhen subjected to the color test for organic impurities (ASTM method C40), th6 fine aggregate shall not show a color darkdr Wan th6'ffihdard: Unless otherwise spaded, fine aggregate shall meet the following grading requiFembnts: TABLE 11 FINE AGGREGATE GRADATION. ..YJ Retained on 3V sieve 0% Retained on'No. 4�si6vd Rained on No. 8 sieve' 0% 1:6-20% .7 Retained on No. 16 sieve 15% to 50% Ref9ihW6fi No. 30 sieve 356A16 75% Retained'on No. 50 sieve' 65% t6 90% Retained on No. 100 sieve 90% to 100% Retained on No. 200 sieve 970k, to 100% It Fine aggregate shall'be subjected -to the Sand Equivalent Test. The sand equivalent shall be not lei i ttiCan - 80. Mineral filler shall consist of stone dust clean crushed sand or other approved inert material. Mixing water . f or c o ; nc , r + a . t 6 . shill conform to o . t , he . requirements . for water ..a :. ified in ASTM C94, "Specification for Ready Mixed Concnita'.::, Boards 'to in i Class r expansion joint 'filler shall be 3Wtin6hAnished1hickneis-i dia -t A r;e�dwood. Joint sealant shall meet the requirements of ASTM D3405, tifled."Standdrd Spec cations f6i joint Sealants, Hot .Poured ,.for Concrete and.Asphaft Pavement". Joint sealant.for expansion joint shall. tie,ipstalled'/., below the top o+ pavernep :,elevation 00360-2 and shall hold the dowel firmly to the redwood board::On one side of the redwood, the dowel bar shall be completely capped or sheath6d.t6`.•prevenf;6o6dirigiIt6+the concrete to provide for expansion. On the other side, it shall be foxed to the approved metal brace or device ensuring a position perpendiicular'to'the redwood and parallel to the proposed slab to deter bending, bearing Tie bars are to be mirmum 5/8-inch diameter, Grede,40 steel and minimum 30-inches in length and spaced maximum`48-inches center to center. _ .._... on ...i,n' _. NfetaTdevices #or eiryansion and contractijoint essem6lies,;(sucFi bs-weldeii' wire b'ar chains, devices of equivalent or greater strength, approved by the Engineer, that will secure the joint assembly in correct position during the placing and. finishing of concrete: The Contractor shall have an option of using a metal winged plate or a flat metal plate. All contraction and longitudinal joints that ere•notat the; edge or end of a pour shall be saw cut. Metal,or fiber 'strips placed In the uncured,. concrete will not be permitted. The joints shall: be sawed as. soon as sawing can be accompiished.without damage.tolhe pavement and as directed by the Engineer. Once,,sawing has.commencedi..it shall be continued_ until completed. The saw cut shall be made with one pass of the concrete saw. Sawing mustbe.accomplished.even in rain nu=Id_naatheT_All sawing must be completed within twenty-four hours of placement Should the _ sawing for. eny. days, placement fail. to .be, completed within twenty-four:. hours, the following concrete placementshall be limited to the amount that was sawed on time. This limitation shall continue until the sawing crew demonstrates it can handle a larger volume of sawing. The sawed cut shall be a minimum 1/4. inch.:width and have a depth of one-fourth the thickness of the pavement Joint sealant installation shall be 1/8" below the top of pavement grade. Unless'oth irwise "spebfied,.transverse sawed control joints shall be constructed at. twenty -foot Intervals measured'along'the longitudinal -axis of the roadway, ores directed by the Engineer. 360.3 Proporiioningof Concrete. Cement, aggregates, chemical edmpdures'arirj'viater shall be in accordance with the-T.quirements of the Item'00421, "SWctural`Coricrete", Class 64 .. Unless otherwise permitted,. the concrete mix design shall be proportionedjo provide a slump of between 1 and 4 inches. A'slump range of 1" to 3-12" shall be used for concrete laid with a slip form paver, while vibrated concrete shall have a slump range of 2" - 4", when tested In accordance with ASTM Method C143, "Slump Test". A slump test will be made for each sample. of concreteotitalhed' for the casting of test beams, or when slumps appear to be outside specification requirements. Pavement mix designs shall meet flexural requirements of at least five hundred (500) pounds per square inch, at seven (7) days, and at least six hundred (600), pounds per square Inch, at twenty eight (28) days; usind'ASTM' Mathod'`C78I "Flexural Test of Simple Beam with Third Point Loading". When high early strength cement is used, it shall reach at least 500 psi at seven days and 600 psi at twenty eight days. The concrete shall contain not less than five and one-half sacks of cement per cubicyard: f 86-etest beams fora flexuraf strength value shall tie taken from the concrete for each 150'ciibic yards or less of pavement placed each day. Ttie Nelxuref strength value'u'rih6Wel-average bf'twb k,n " ch 7 dnw iminn ASTM Method C78. and shall meet the strength 00360-3 tests. No extra compensation shall be allowed for materials and .work involved.in fulfilling these requirements.:. • ...... ._ 360.4 Equipment All equipment necessary for the construction of concrete pavement shall be on the jobtarid shall=have been approved.by the:Engineer as to.,condrtion;re.ibefoth6 Contractor. will be permitted to begin construction operations on which the equipment is to be used. A template''orother approved method,,for:checking the contour:bfthe subgrade shalkbeprovided' and operated by the Contractor. The template shall rest.upon the side.forms- andeshalt.be.of=such strength'and rigidity that: under a test made by changing the,suppdrt to the center, it.shall not. projecting downward to the subgrade at 1-foot intervals and these rods shall be adjusted to the required crosssection of the bottom of the slab, when the template is resting.upon the side forms. Side forms shall be' of metal of approved cross section: The preferred depth' of the form shall be equal to the.required edge thickness of the pavement Forms with depths greater or less than the required edge thickness of the pavement will be permitted, provided the difference between -the for depth and the edge thickness is not greater than 1- inch, and further provided that fors of a depth, less' than the pavement' edge are brought to the required sedge thickness by securely attaching wood or metal: strips, of approved. section, to the: bottom of the for, .or by. grouting are not allowed. All fors must be approved by the Engineer: The length of for sections shall' be not less than 10-feet.and each section shall provide for staking1d'positionw1th�not less than 3 pins. Flexible or curved forms..ofwoodror.metal of proper radius shall be:used forcurves,of 100-foot radius or less: Foiimd shall be ample strength and, shall be provided with adequate devices for secure.setting so!that when in-placeaheywill withstand' without visible,sprfnging or`settlement, the•impact and'.vibration of..the,fnishing:machine: In no: case: shall the base width be less than 8-inches fort-61or.8-inches ormore>in, height; The:forms- shall be free from Warp,`.bends or kinks. and:shaltbwsufficiently true:to. provide a:reasonable: straight edge on the`concrete'and the top,of each,for sectionj:whemtested with a straight edge, shall conform to the requirements specified for the surface of•the-completed.pavement Sufficient fors shall be provided for satisfactory prosecution of the work. All pavement 'shalf be finished, by machine,' except' as. hereinafter provided. The transverse finishing machine shall be provided with two screeds and a tamp accurately adjusted to the crown of the pavement and shall' be power driven and mounted in a substantial frame equipped to ride on the fors and shall be so designed and operated as to strikeoff and consolidate the concrete. The longitudinal finishing machine shall be provided with a longitudinal Float not less than 10-feet in length, adjusted to a true plane, shall be power driven and shall be so designed and.operated as to finish the pavement to the required grade. Finishing machine shall be maintained tight and in good operating condition accurately adjusted to the required crown or profile and free'from• deflection; wobble or vibration tending to affect the precision of finish. Machines failing to meet these, requirements will .be.condemned by the Engineer' and the Contractor shall remove this equipment from the jobsite and provide.approved .. . egwpment ,• ,.::,• , ,�:... .,•.a,,. �:. ��:.:::..�:-; ,,;..... .: +::,;:;. naa i,::.: When hand;finishing is" permitted under this:specification; thwContractorshall'provide a strike: template and tamping template, both of lumber, or equivalent metal section, and.atleast,Zfeet longer than the width of the pavement. Both templates shall conform to the crown section of the pavement and`the tarnp, Wof!Wobd, shall have a steel face' not, less•.Wan; 3/8•inches, In thickness... He'shallial`so pro, diE'"o,jongitudinal'fioatof an approved design. +v:' : <„ 00360-4 The. Contractor shall. fumish.a canvas or. canvas -rubber .composition ,bef for finishingthe pavement, not less than.6-inches nor more than 10- inches wide, and at least 27feet longer. than the width of the pavement. A burlap finish is also allowed. The- Contractor+shalh.fumish�,andcmaintain at:least-two;,standard>.10-feet<steel,.or_:aluminum straight -edges., . The:.Contractor shall furnish:a; sufficient:numberof. bridges_equipped:to.ride, on;the forns,and spanahe:pavement;for.finishing operations,and:for.the.,installation and finishing of joints and center.strips. All necessary finishing and edging tools shall be' furnished, as may be required to .. .... .._.....................:... .. ---- ---------- ... - — - ......................... compli fettle pavemenfin accordance with the drawings.:: 360.5 Slip Form Paver. In -the event the Contractor is permitted to use a slip form paving machine, all equipment and techniques used must be first approved by the City Engineer prior to any such operations. In the event a slip form paver is disapproved, then the equipment specified elsewhere in this item shall.be used. The.approval process shall take place after bids are received. . A: Clary. screed; as approved by the City Engineer, may be used in lieu of a mechanical bull float and oscillating screed, as long as the .Contractor can show that it will not ride, over the concrete. _—_Nand_vibrffiom are.mquired.at the jobsite, when pouring concrete. A. hand vibrator shall be used around all load transfer devices. - 360.6 Subgrade and,Fors::The subgrade shall be excavated as required; all unstabie.or otherwise objectionable: material-. removed; and all holes, nuts,. and .depressions filled with approved.materiak, as. per Item.205:r'Subgrade"::Rolling and sprinkling shall be performed when, and to.the extent -.directed; and,the roadbed shall be completed to.or above the drawings,of the typical sections shown, on plans and the• lines and: grades established by the Engineer. Material excavated'In the-prepatation of, the. subgrade-shall be utilized in the: construction of adjacent, shoulders and slopes; and any additional material required for the completionof the sections shall be :secured from: sources indicated -.or plans, or designated by the Engineer. Drainage of the roadbed shallbe:maintained at.alI-t1 mes:-;, The subgrade shall be finished to the exact section of the bottom of the pavement as shown on plans, -and tested with the approvedtemplate operated and maintained by the Contractor. The subgrade shall be maintained in a smooth, compacted condition, in conformity. with the required section and established grade until the pavement is placed, and shall be kept thoroughly,waited down sufficiently, in advance of placing any pavement to insure its being; in afiirm and' moist condition for at least 2 inches below the prepared surface. Sufficient subgrade shall always be prepared in advance to Insure satisfactory prosecution of the work. No equipment or hauling shall be permitted on:the.:prepared subgrade,.except on special permission of the Engineer, which will be granted only in exceptional cases and only where, a suitable protection in, the forth of two-ply Umber mats or other approved material is provided. The subgrade underthe forms shall be fir and cut true to grade so that each form section when placed. will be firmly in contact forits whole length and base width, and exactly at the established grade. Any.-subgrade under.the fors below established grade shall be corrected, using.suitable material, placed, sprinkled and rolled as directed. Fors shall be staked with at least three,pins. for each ten -foot section. A pin shall be placed at each side of every joint. For sections shalj be tightly joined, and keyeddo,,prevent relative?displacement. Fors shall•be cleaned, and oiled each: time they; ereiused:.. _ .. _ Fors shall be -set for, a: sufrrcient.distance in.advance of the•point where concrete is_being placed. to permit a finished and approved subgrade length. of not: less than NO feet: ahead of concrete placement, or as approved by the Engineers. Conformity of the grade and alignment of fors shall be checked immediately prior to placing concrete, and all necessary corrections made by 00360-5 the Contractor...,Where.anyifonn.,.,has be.en.di$tu.rbed�Qrany;subgrclOp bgcomes.unstable,the form shall be.-reset,,ind;:rechecked:in, ex6ppflonal:,case%, the,.En ' uira:.suftabIe.,,qtakes gineer'�may, rag driven to the grade of the bottom of the.,forms to a fiord additional . , su I p - porL , SufficW I M . yitabilit , 'of forms to,supp.ortdhe+eqOipment,opere.tedr;thereonrand;,to'wfthsi:an6,,itst.vibr dioh,wdhout;spdnging.- or settlement shall be.requireclAf forms finishing pp on, paving operations shall be stopped and the 'forms shall 66 reset toJire 'and grade. Forms shall,renlain,limplace for not.less,,thani:8,houisafter the 66fidrete.-theig�,b6i6nAploced-.-., Th PY. shall be carefully removed in such a manner that litUe',6r.;'n"o:'.d'a-mag"e;,YA I,bq;dc"rIQ_t9JhQ,adlg0.Q.f the pavement Any damage resulting from this operation shall l3a.immediiatiety'repalred. After the ......... .. --- ...... '-forms-have-been-removed-:the-ends-of-all-joints-shall-be cleaned,--and-any tvaneyciarribFM ztreia6 pointed up with approved,;mortar,. . , . .:. .... _. . .4 , ... . I . . .. , Immediately after pointing is complete, the form trench shall be filled with earth' from: the shoulders in such manner as to shed water from rainfall or curing away from the edge of the pavement. On corripleflon.of the required curing,,the—subgrade or shoulders adjacent: to the pavement shall be placed in condition to maintain drainage. 360i7 Reinforcing Steel and, Joint Assemblies. All reinforcing: steel, tie bars and loadtransmission units: used In accordance with plan provisions shall be accurately placed. and secured In..position in accordance with details shown on drawings. Reinforcing bars shall be securehr-wired together unit intersected. The.tie. bars shall:,be% Installo in required position by the method. and device shown on.drawingsi. or by approved. method :anddevlce equivalentthereto. Bar coatings . required by plans;'snd,of material speclfi6d,_shall. betcompleted- and thelbars. and. coating shall befree-of: rust, dirt.or otherforeign; matter at the, time:of installation in :the: concrete: -Reinforced steel .Wbe ' supported on.bar,chairs.driother. approved devices:piaced,, on maximum,36!!'centemeach way., Whereplansrequire-an-asseibbty..of..,Oarts 6t.pavainen't joints*, the assembly, sha1 be completed, placed: at.*uired.location-and eleyation,.,:and all parts rigidly secured. in. required, position1hy.,the method and-Aevices shown on-plans;-orby approved methodi. and -devices.eqI41valentAhereto. DowakBarsishall. be. accuratelydristalledw4nJoint assembiles:in ,accordanco with,drawings,,dach parallel.to the -pavement and - shalh be; rigidly secured in required position,.by-rsuch mea * ns: (as shown on plans, or approved equivalent4hereto)i that will --prevent..theiri displacement: during placing and finishing of the concrete. The assembled units comprising, the load transmission nsmission devices shall, be accurately installed in -joint assemblies in accordance with plans,. each unit vertical with its length perpendicular ' to the oenterlin6 of the pavement; and all units shall be rigidly secured in required position by such means (as shown on drawings, or approved equivalent thereof) that will prevent their displacement during placing and.finishing of the concrete. Leader boards, jointAller and other material used.for forming joints shall be accurately notched to receive' each load transmission unit. Ail :load transmission units shall be free of, rust and clean when installed in theconcrete. 360:8 Concrete Placing. No concrete shall be placed when the air temperature Is at or below 350 F. The temperature of the concrete shall at no time fall:below 60,0 F., or exceed 1000 F. When the concrete reaches a temperature of 85° F., retarders, shall be introduced into the mixture and?shall oontinue.to;be Used temperature-of..95!R.; After 95aFr. and-through-100P. F:;'a plasticizer shalFbe introduced:into.-the mixturevAit . er.950, ice may be.usbd:to control temperature, In•Iieu:of.a!pIasficizer.:.::.,', 01_1;: A -through:9� the,slump,shall: be. as. specified -in For concrete between' temperatures of 8V F. 50 F z Item.360: 176rconcrete.with temp6ratUri§ssgreater,than95I.F., slumps, shall. beas specified, by the. Engineer. 1111K_-11MM The.amount of'retarder'or plasticizer ''introduced -into -the mbdumi.shall be -in. accordance with the manufacturers recommendations. See part'360.2. Materials; for requirements of admixtures. No concrete shall tie used%iVth&toncrete has developed initial set or which is not in place within . l=1/2�hours-afterthe'initial.waterthas'been=added>': Pouring concrete during Inclement weather, which would adversely effect the quality and/or finish of -the corid6te peveme6t:does'not,relieve•the"contra'ctor:from his. responsibility to provide a pavement that complieswith the specification.: - ` nsverse and Ion itudrnal- oiiia�irt the pa-v mt-snail>be-of-tha-type--orthe- Joint g � 1- aitemate type shown on the drawings, shall' be constructed at required locations, on required alignment in the required relationship to tie bars and joint assemblies and in accordance with the details shown on the plans: Nomially;'the'stoppage of the placement of concrete scheduled to occur at proposed expansion joints, or at. proposed longitudinal joints: located betweentraffic lanes. If it becomes necessary to stop the placement of concrete at an unscheduled location due to unforeseen circumstances, the stoppage•may'occur a ta:proposedreontractionjointr or at:other.locations with the approval: of the Engineer. The following provisions shall govern for each type of joint at.which. tha marine nf'c6ncreta isst000dd' — t/Vhen ftWplacing' of concrete Wstopped:at'anyexpansion joiht;' the complete Jointed assembly shalt be installed..ah'd rigidly, secured .in required position as shown on• plans. A bulkhead .of sufficient' cross seCBonab;crew 1:6'prevent!defiection,'=accurately notched to receive the! load - transmission units!ordowels as th'e'case4ria�,ba, and shaped accurately,to the cross section of the pavement shall be provided' and'installedzas a'•back=up for the joint fillerand rigidlysecured.in, required position to permit accurate finishing of the concrete up to the joint After the concrete has been finished'tdrthe'!Jol.fik•:formabomof the'joint.seal space and' finishing of the joint shall be ex6cuted-as specitie&herein=and-in accordanoe;%(dh:plan:requirements: The.backup Bulkhead shall remainlnplace untiVimMediately'priortothetimewhemooncrete placing is resumed, when it. shall:fhen carefully be•renioved.in'such, manner• thatno:element.of:the joint.assembtywili be disturbed. The-exposed,portiorts of the joint=assembly shall' be free.of adherent concrete, dirt or other material at the time placing of.00ncrete:is resumed.'- When(placing-of concretwis'.stopped at a longitudinal joint, all 'applicable provisions of Section 360.7 shalt apply In addition to the following' requirements: The face of the bulkhead at the joint shall be grooved or recessed as necessary to provide the required spaces for the top and bottom breaker strips as showrr'on' plans. The bulkhead shall be either drilled or'notched to receive'the be bars..Tie bars shall be secured in required position by use of adequate transverse bracing and vertical supports meeting the approval of the Engineer. When placing of concrete is stopped at a contraction joint, all applicable provisions of Section 360.7 shall apply,' in:additionto the following requirements: The face. of thebulkhead•adjoining the slab and shall be notched and grooved to fit the exposed. half -screen of the joiritassemblyand-shall be-shapedto,fonn:tne slab end atithe.centecof jointss shown on plans. The half -width of jointseal-space may be formed by a strip of required section placed.and*removed; in•acdordance-•with drawing' requirements :f 0construction:,of transverse contraction joints. The Contractor shall have9available<a�bulkheacVshaped'to•the..aection:of the pavement, and of a section to form a key not less than 1 inch in depth and 2 inches in height at the. center,of,'deptn:of the, pavement. This bulkhead must be drilled to permit.the continuation of alhlongitudinal, reinforrang: steel, througti':the eonstruetion•joint;.and:shall:be•of;sufficientsection and strength to prevent deflection. 00366-7 ! Immediately upon the: intended stoppage:of the..placing.of concrete.to a line, install:the above 1 described bulkhead' at dght angles' 4the,icenteliihe of,:the:pavementEperpendiculartito.,�the surfaces'andl'at-required)ele4abon:+Goncretasti6irbe placed and,finished to'-,this,bulkhead::-Any concrete remaining on:the.. ubgrade ahead shall be removed and disposed of as;directed. When concrete must be carefully preserved. An edge, created, by, a. constriction joint.;of;this typezhall ,• have a joint seal space and shall be sealed as required for construction joints Transverse.e'xpansion•joints shall be formed perpendicular to the centerline and surface_of the -"'-' - pavement arftl shall-tT8 ca7sst70bt�lin accordance wW.the sequence of op rations shown on drawings: After the transverse finishing machine and before the longitudinal finishing machine has passed over the joint, the contractor shall test the joint filler for correctness of position and make any required adjustment in position of the filler, and shall install the joint seal space form in accordance with plans. After removal at the'joint seal form as required by plans, the joint seal space above the joint filler shall be thoroughly cleaned and the concrete.faces of the joint seal space shall be left true to line and section throughout the entire length of the joint. On completion of .curing of -the pavement, the joint sealing filler of the type .specified shall. be placed in accordance with drawings: The faces of the joint'seal•space shall be clean and surface dry at the timejoint'sealing filler is placed.. On completion, of the joint seal, the pavement adjacent. to the joint shall be left free of Joint sealing matadal 360.10 Finishing: AII'ooncrete pavement shall be-. tamped and finished mechanically with. approverbpower driven machines; except as herein provided. Hand finishing will be permitted on the transition from -a crowned section to a super -elevated •section without -crown on curves, and, ohl straight-line super elevation sections less than 3004eetin length: Hand finishing will also be permitted on that portion of a widened pavement outside the normal pavement width, on sections. where the pavement width is not uniform, or required monolithic widths are greater than that of i available finishingmidehines... :;;J. Machine finishin'g'of pavementahall include the use-of'a powerdriven transverse strike -off, tamp: and screed'and Wkmgitudinal float The transverse finishing machine shall first be operatedto compact and finish the pavement to the required section and grade, without surface voids. The machine shall be operated over each area as many times and at such intervals as directed. At least two trips will be required, and the last trip over a given area shall be a continuous run of not less than 40 feet. After completion of finishing with the transverse finishing machine, the longitudinal mechanical float shall be operated to smooth and finish the pavement to the required grade. The float shall be operated paralleled to the centerline of the pavement with a short, quick motion, and shall travel slowly across the' pavement; maintaining contact -with the surface at all points. If this result is not attained, additional concrete shall be placed if required, tamped and screeded, and the float shall operate over the same area until a satisfactory surface is produced. The advance along the length of the pavement between successive passes of the float across the surface shall be such that the float shall continuously lap its previous position by not less than one-fourth its length. . AfterAdating! ircomplete; and, the.concrefefstill,'+workable;.the:surface shale be tested:for conformity with an approved 10-foot steel straightedge. The straight -edge shall be operatedfrom the side ot. f the pavement placed paralleled to the pavement centerline and passes across the slati'do`reveal•'anyuhlghrspots or-depressions:'Ttie straigfttedge'shalf be advanced:along the pavemen' I successive stagas. not more-than'one halfRsdength: Any:comection of the surface requirad'shalPbe accomplished by. adding concrete'ff required'and by operating theJongftudinal float ova the'area> The'surtace test with the strelghtedge'she then tie repeated: - :_ Affer-completion of:the straight-edge.testing, and-just:before:the concrete becomes., non -plastic, the,surface..shalP.bebelted ,with anrapproved bek.:operated with short transverse strokes. and a rapid advance longitudinally.: This operation sh'all.produce:a,unfform,surfaoe of a,grittytexture.:.: r.: edger of the, radius required -by the:Engineer; and:the;pavement.,adge,shalt be`. left,smooth,and true to, line; • ;: ,tit Hand finishing shall be resorted to only in those conditions provided for above, and upon specific authorization by the Engineer: When hand finishing is permitted, the concrete shall be struck off .......... ......................war an approved:�sfKe off screed -to such elevation thgt-wnn-mm-olidated-and-finished-ths surface of the pavement ;shall conform to the. required section and -grade. The. strike template_ shall be moved forward with a combined transverse and -longitudinal motion in the direction -the work is progressing, maintaining. a slight excess of material in front of the cutting edge. The concrete, shall then be tamped with an approved, tamping template to compact the concrete, thoroughly, and eliminate surface voids; and the surface screeded to required section. After completion. of a 'strike -off, consolidation; and transverse screeding, a hand -operated longitudinal float shall be operated to test and level the surface to the required grade. Workman shall operate the float, from approved bridges riding on: the -forms and spanning the. pavement. The lonaltudinal strokes while-beima_passed from one side of the pavement to the other shall be continuous. If contact with the pavement is not made at all points, additional concrete shall De placed If required; tamped and screeded, and the float shall.be used to produce a satisfactory surface. Care shall be exercised to keep..the ends of the float from digging into the surface of the pavement. After a section has been -smoothed iso that the float maintains contact with the surface at.all points in being passed from one side'to'the.other,:the bridges may be moved forward half the length of the float,,, and the operations repeated::..: Just before the concrete becomes non -plastic, texture shall be applied with tines, belts, or other methods approved by the Engineer. The texture shall be applied transversely. It is the Intent that the average texture depth, resulting from the number of. tests, directed .by the Engineer, be, not less than 0.0604rich with a minimum texture depth of 0.0504nch: for any: test done in accordance with Test Method Tex-336- A. Should the texture depth fall below that Intended, the finishing procedures shall be revised to produce the desired texture. After the concrete has been placed 12.hours or more, the Engineer will test the surface.of the pavement with a ten -foot straight -edge placed parallel to.the centerline. The straight edge shall be approved by the Engineer. The surface shall not vary from the straight edge by more than one -sixteenth (1/16) Inch per foot from the nearest point of contact, and in no case shall the maximum ordinate from a ten -foot straight -edge to the pavement be greater than one -eighth (1/8) Inch. Any high spots causing a departure from the straightedge in excess of that specified:shall be ground down by the Contractor to.meet the. surface test requirements, when required by the Engineer.. 360.11 Curing. The Contractor shall provide for protection of freshly laid, concrete against pitting and washing from rain, by having on the job at the time: and place of pouring; sufficient canvas and/or waterproof covering material to protect at least 400 linear feet of pavement over the entire width of.. pavement.surfaee being: placed:: See?;the ltem.421,."structure, Concrete", for, additional information. .... ;:: 360.12 P.rotection:of;PavementThetContractorshall* erectand maintain the,,barncades•requirgd by the plans; and.such�other barricades: and. approved devices-as;will exclude,public;.traffic.and traffic of,his.employees;.and agents from th%mewly placed pavement for the periods of :time hereinafter prescribed:.:Portions_ ofc;the roadway, or crossings.,of the roadbed=,required to be maintained open for use by traffic, shall not be obstructed by the above required barricades. Crossings of the pavement required by plans, or by construction sequence, during the period j prior to opening to traffic.as herein specified, shall be provided with,an adequate and substantial bridge, approved by:the Engineer New pavement sections shall be ,closed to all.traffic, both PUBLIC.and CONSTRUCTION antil- the concrete has attained a'miramum flexural strength of at;least five huridred pounds,per square . inch (500-PSI)iwlia tested in accordance,with5g8�TN1 C76 jNornally-.thesfirstitesEis!,conducted on, the 7th. day: If the Contractor or the;City desires to open ttie,new pavementisecdonfto;traffic.: early, an additional. set of16st beama,--rn f:be;requested for an early;test'ifa',ther:eady,test indicates that the minimum flexural strength .requirement has been met, and if all other requirements'of this specification have been met, the pavement section can be opened to traffic. _......_.................... .ea testa-wilrbe'paid-bythg'Contractor:-...-- Such opening of anew pavement "section, to PUBLIC or CONSTRUCTION traffic, shall in no manner relieve the Contractor from his responsibility of the work. On those -sections of pavement to be opened to.PUBLIC traffic, the pavement shall be thoroughly cleaned, stable material shall be placed,: graded, and compacted against the pavement edge or curb unless specified otherwise, joints shall be sealed.and cured, and all required traffic control work shall be performed for the safety of the traffic. When high early strength concrete, as required by thedrawinas ores an option toType I Cement - Is used the pavement may be opened to all traffic after the concrete has attained a minimum flexural strength of 500 PSI, -or as,long thereafter as ordered by the. Engineer, subject to the same provisions goveming the opening of the pavement to all trafficas:prescribed above. When the Contractor desires to move any equipment not licensed for operation on a public roadway, on or'ecross,any pavement opened to traffic,' he shall protect,the,.pavement from all damage by means,of twoply'timber mats of 7' stock, or runways of: heavier material, laid on a .c::. .:. layer of earth, ail`as approved by the Engineer. The Engineer may require the opening of pavement to traffic prior to the minimum strength specified above under, conditions of. emergency, which in his opinion,. require. such action in the Interest of the public.. In no case shall the. Engineer order opening of the pavement to traffic within less than 7i hoursafter the last concrete in the sections is placed, unless an approved,. high early strength concrete was used. The Contractor shall remove any curing mats, place earth against the pavement edges, and perform other work involved in providing for the safety *of traffic, as required by the Engineer in ordering, emergency opening. Orders for emergency opening of the pavement to trafficwill be issued by the Engineer in writing. 360.13 Backfilling Behind Curbs and In Esplanades. The Contractor is required to backfill behind all curbs and within,the esplanade, after completion of the paving operation -The backfill material shall be on -site material having the prior approval of the Engineer No separate payment shall be made for backhIling behind curbs and in esplanades, but it shall be considered incidental to this item. 360.14 Deficient Pavement Thickness. It is the intent,of this specification that the pavement be constructed in strict conformity with the thickness: and typical sections shown on plans. Where any pavement is found not so constructed, the following rules relative,to.adjustment;"of payment for acceptable pavement and to replacement of faulty pavement shall govern. Pnor,_to final,acceptance,-thepavement may,be;cored;by City of La Porte. Locations, of core;tests maybe seiacted byi,the, Engineer. Regular testing -shall, occur, at the.rate of,t core for every five hundre4.t dO)'square yards per lane of placed concrete pavement and at random locations... F.F,Jhe-purpose of esteblishing:an adjusted unit price, for,.pavement,?.units to-be..considered separately are defined as 500 square yards of pavement in each .traffic lane, starting at the end of IJ 00360-10 thes pavement bearing the smaller station number..The.last unit:in each lane shalkinclude. 500 square yards plus the fractional part of 500 square yards remaining:-dening,. acceleration and deceleration lanes shall be measured and adjusted using units of 500 square yards or fractions thereof:. One'core'will'be taken at locations selected by.the.Erigmeer,or;at random:in each unlf,''and.tested in accordan6&a%dh ASTM Method.-C= 174:When;measurement-ofsthercore;from•any.unit:is: not -deficient more:than 0.2 inch, from the plan thickness; full.paymentwillrbe,made ..... If measurement of an core from an unit is deficient more than 0.2 inch but not more than 0.50 ......... _ . inch�rom th�rawirig Thickness two additional cores wdl lfe t'akeTf"frcm the uniYand the average - of the three cores determined. The two additional cores will be taken such that the unit will be well represented. If the average thickness of the three cores is, deficient more than 0.2 inch but not more than 0.50 inch from the plan thickness, an adjusted unit price as provided below, will be paid for in these areas represented by these cores. At the option of the Engineer, additional cores may be taken in the adjacent unit/units to determine if the deficiency of. thickness continues across all lanes of pavement.. if the deficiency if found to exist in one (1) or more adjacent units, adjusted unit prices as provided below will be paid for those adjacent units that are found to be deficient. ---_ dce-2djusffients* Concrete Pavement Deficiency, _ Deficiency of Thickness. Determined by -Cores in inches Proportional Part Contract. Price Allowed 0.00 to 0.20 100 Percent 0.21'to 0.30 80 Percent 0.31 to 0:44" 72 Percent 0.41 to Q50 68•Pereent Over 0.50 50 or remove' ' 'At the option of the Engineer Any area'of pavement found deficient in thickness by}nore than 0:50 inch but not more than 0.70 inch shall be evaluated -by the Engineer. If; in the judgement of the Engineer, the area of such deficiency should* hot be removed and replaced, there will be no payment for the area retained. If, in the judgement of the Engineer, the area of such deficiency warrants removal, the area shall be removed and replaced, at the Contractors entire expense, -,with concrete of the thickness shown on the plans. Any area found deficient in thickness by more than 0.75 Inch shall be removed and replaced, at the Contractors entire expense, with concrete of the thickness shown on drawings. No additional payment, over the contract unit price will be made for any pavements of a thickness exceeding that required on drawings. Also; 'planing of concrete pavement shall not be allowed. 360.15 Defective Concrete. Any defective concrete discovered, after the fors have been removed, shall be removed immediately and replaced. If the surface of the concrete is bulged, uneven or'shows excessive horieyconibing'or forri'marks; which in the opinion of the Engineer cannot be repaired satisfactorily, it shall be'removed and replaced and no compensation will be allowed forthe work or materials " ' 360.16 Quality Assurance. The Testing Laboratory s representable will sample concrete delWn lid to*tHe d te'ihl eccordanks with ASTM Metfi6d C472 and will mold`four beams for'each 150 cutilc yerds:'Each 4ime'a set of=specimgns' is molded; the''slump''willtbe'deternined: in accordance wi 'ASTM Method C143 a"fi'd *6 aif oontentIn a656rdariciivithASTIVI Method C173 or C231. Two of the beams will be tested in accordance with ASTM Method C78 at 7 days and th'e'remaining two af28 days:'Concrete° core%1:if'regUired, `shall lietested in accordance with ASTM Method-C 174 (9'point procedure) aYid'ASTM C39.- - '; 4 ' 00360A1 360.17 Acceptance Requirements. For pavement concrete, concrete`mixes 'shall be formulated to produce concrete that meets the minimum flexural strength as shown in.this item If the'regwred strength is not 'secured with the mmimum cement content specfad additional cemenf shall be used or other aggregate pro�dad at'the Contractor's exp8nse '' I 360:16!Meagurement�Concrete pavement•shall be'measured by the. square'yaM of the specified thickness of completed and accepted pavement. This shall include; all .necessary; concrete . headers, as shown on the plans. Separate measurement and payment will not be made for __.........-................._.concrete-headers__.....__...,_..; --- - .._..-- - ...... _.__._.......__....... -.......... ............ -- ............ .... ... 360.19 Payment. The work performed and the materials fumished.as prescribed by, this item and measured es provided under "Measurement" shall be paid for at the unit price bid for"Concrete Pavement", or "Concrete Pavement, High Strength", as required, or the adjusted unit price for pavement of deficient thickness *as provided'untler "Penalty for befiCient Pavement Thickness", which price shall be full compensation for shaping and fine grading the roadbed, including furnishing and applying all water required;. for furnishing; loading and unloading, storing, handling all concrete ingredients, Including all freight and royalty involved; for mixing, placing, finishing and curing all concrete; for furnishing all materials for and placing. longftudinal, warping; expansion, sawed control and contraction joints, and load transmission units, and joint filler material in paper —_____ position; for coating steel bars where required by plans, for furnishing and placing all reinforcing steel; and for all manipulations, labor, equipment, appliances, incidentals necessary to complete the work. 00360-12 SUBMITTALS 1.0 PRIOR TO BEGINNING WORK Submit the following items -with the signed'agfeeiiient forth as`a prerequisite to sfarting`the'work. Prepare,,to,e pu,(,nber}of. copies,yyhio.Abe Contractor, requees for distribution plus.three S3) copies.,to be distributed by the Engineer Xoc structural. shop drawings and calculations provide ona,(1) extracopy for distribution by the Engineer. The location of information concemmg ;each subm'dtaI is referenced. Failure :to;;make. any required, submiittah in. aoceptable.form,within: the tiime,•frame.specified may be grounds forwithholding payment....-,. a. Performance Bond. Bidding Documents, Contract Forms, pu elementary Con" rtions. b. Payment Bond. Bidding Documents, Contract Forms,. Supplementary Conditions. C. Certificafe_of lnsuranoe, General and Supplementary Conditions... d. List of Subcontractors; General and Supplementary Conditions.. . e. Material and Equipment List,Supplementary: Conditions and specification sections. f. Constriction ScteduW General Conditions and as specified in the section on Construction Schedule: 2.0 DURING CONSTRUCTION During the progress of the work make the following submittals in a timely manner to prevent any delay in the work. a. Work Schedules. Submit progress schedules monthly as an evidence that the project will be ready for occupancy by the date of substantial completion. Four (4) copies are required. b. Shop Drawings Product Data and Samples. Submit, in accordance with the section on Shop Drawings, Product Data and Samples included in the contract documents and specifications (General Requirements). C. Application for Payment. Submit applications for partial payment as specified in the General and Supplementary Conditions and within the time specified in the agreement d. Change Order Proposal. A proposal for change order may be submitted to the Engineer whenever a need arises. The request must be in writing and must Include sufficient information to assess the need for a change in the work, the contract time, or the contract sum. 3.0 PROJECT CLOSEOUT With a written notice of completion submit the following items in the proper form as a condition of final acceptance of the work: a. Project Record Documents. Submit in accordance with the section on Project Record Documents included in Division 1, General Requirements. b. Guarantees. Warranties and Bonds. As required in the General and Supplementary Conditions and listed in various sections of the specifications. r� SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES .0 ..GENERAL a. Submit shop drawings, product data, and samples required by,specification sections. b. Shop drawings, product data, and samples are not considered a part, `of contract documents: C. Schedule submissions at least 15 days before reviewed submittals will be needed. 2.0 CONTRACTOR RESPONSIBILITIES a. Review shop drawings, product data and samples prior to submission. Verify: (1) Field measurements (2) Field construction criteria (3) Catalog numbers and other data (4) Conformance with submission requirements b. Coordinate each submittal with contract documents and work schedules to prevent any delay in - the Work., c. Contractor's responsibility for errors and omissions, is not relieved. by the Engineer's review of submittals. d. At time of submission, and in writing, notify the Engineer of submittal deviations from contract documents: Contractors responsibility for deviations from contract documents is not relieved by the Engineers review of submittals unless the Engineer gives written acceptance of specific deviations. e. Begin no work related to submittals until return of submittals with the Engineers .stamp and initials or signature indicating review. f. Distribute copies after the Engineers review. 3.0 ENGINEER'S DUTIES a. Review submittals with reasonable promptness to prevent any delay in the work. Review for conformance with: Design rconcepto"project :::,; r �::.::.. .• :;:: ,-. (2) Contract documents b. Review of a separate item does not constitute review of an assembly in which the item. functions. _ C. Return to Contractor .those submittals which do not meet the requirements, and: require correction and resubmission. d. Affix stamp and initials or signature certifying review of submittal. e. Return reviewed submittals to Contractor for distribution. _.._ 4.0 PREPARATION NTS--------- --- 4.1 SHOP DRAWINGS a. Preparation by a qualified detailer is required. b. For Mechanical and Electrical work use the same sheet size as contract drawings. C. Where necessary for clarity, identify details by reference to sheet and detail numbers on contract drawings. d. Include on the drawing all information. required for submission' orsubmit transmittal' •letter containing required information. e. Prepare the number of copies which the Contractor requires for distribution plus three (3) copies to be distributed by the Engineer. For electrical and structural shop drawings, provide one (1) extra copy fordistributionby-the Engineer. 4.2 PRODUCT DATA a. : Modify the: manufacturers standard schematic drawings to: delete or supplement information as applicable. b. For manufacturer's catalog sheets, .brochures, diagrams, schedules, performance charts, illustrations, and other descriptive data: (1) Clearly mark each copy to identify pertinent materials, products, or models. (2) Show dimensions and clearances required. (3) Show performance characteristics and capacities. (4) Show wiring diagram and controls. C. Include on the data all information required for submission or:submit transmittal letter containing required information. d. Prepare the number of.copies which. the:Contractor.requires for distribution plus three.(3) copies to be retained bythe Engineer For.electrical and structural.product data,provide:one (1) extra copy for distribution by the Engineer. 4.3 SAMPLES a, Submit•office samples,ofzufficient size. and quantity to clearly illustrate (1) Functional characteristics of. project or materials with *integrally .related parts and _....—..._................. attachment devices--.........._..._.__....._..................:.......... ._._.... ._,_.._......_.....---;- .:._.._....__:... ..... ........_....... . (2) Full range of color samples. b. Erect field samples and mock-ups at the project site in an acceptable; location. Construct each sample complete, including work of all trades required in finished work. C. Include in transmittal letter all information required for submission. ---�1—pftf�e�rsUPtsb�ra�`Sampte�spEctfied• ----------- 6.Q SUBMISSION REQUIREMENTS:.. ,:::'•. ., : ..: , ... . a. Accompany submittals with a transmittal letter in duplicate,; b. Include,the following information fore each submittal:: (1) Date and revision dates (2) Project title and number (3) The names of the (a) Engineer (b) Contractor (c) Subcontractor (d) Supplier (a). Manufacturer (4) Identification of project or material (5) Relation to adjacent structure or materials (6) Field dimensions clearly identified as such (7) Specification section number (8) Applicable standards, such.as.-ASTM number -or Federal�Specificatio.n (9) A blank space on each shop drawing, appro)dmately x 5", for the Engineer's stamp. (10) Identification of deviations from contract documents (11) Contractor's sfarho, lhiba16d'or!sign6d;.ceithing review of s'ubmitfal,,: verification of field measurements and compliance with contract documents. . -RESUBMISSION-REQUIREMENTS----------'-----"-- 6.1 SHOP DRAWINGS a. Revise initial drawings as required and resubmit as specified for initial submittal. b. Indicate on drawings any changes which have been made other than those requested by the Engineer. - -PRMUCT DATA AND SAMPLES 6.2 Submit new data and samples as required for initial submission. 7.0 DISTRIBUTION AFTER REVIEW a. Diiinibute copies pies of shop drawings and pr6dudt data whith carry- the Enginder's stamp to: (1) Contractor's file (2) Job site file (3) Record document file (4) Other prime contractors (5) Subcontractors (6) Supplier (7) Fabricator b. Distribute samples as di , rected. After review, samples may be used in constructions C� oOp� SPECIFICATIONS AND CONTRACT DOCUMENTS For 2012 LA PORTE CITY WIDE SIDEWALK REPLACEMENT PROJECT SEALED BID # 12027 7'E XAG City of La Porte, Texas Harris County, Texas oOp� Section 00100 of a Official Notice to Bidders U m re xA*{ * 2012 CITY WIDE SIDEWALK REPLACEMENT PROJECT SEALED BID # 12027 CITY OF LA PORTE NOTICE TO BIDDERS All sealed bids shall be submitted including one (1) marked original and two (2) duplicates on the original forms and clearly marked with bid number and description. Bids will be received at the Purchasing Office, 2963 N. 23rd Street, La Porte, TX, 77571 until 2:00 p.m., Tuesday, June 19, 2012. The bids will be opened and publicly read in the Public Works upstairs training room immediately after the closing hour for the bids on said date. An elevator is not available. Please contact Purchasing at 281-470-5126 if accommodations are needed. No late bids will be considered BIDDING DOCUMENTS: Copies of the bidding documents are available from the Purchasing Office, located at 2963 North 23rd St, La Porte, TX 77571 at no charge. Contact information: www.laportetx.gov, purchasino(alaportetx.gov, or 281-470-5126. The City of La Porte hereby notifies all bidders that in regard to any agreement entered into pursuant to this advertisement, minority business enterprises will be afforded, equal opportunities to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, age, religion or national origin in consideration for an award. Potential bidders are encouraged to attend a pre -bid conference to be held in the 2nd floor training room in the Public Works Building, 2963 N. 23d Street, La Porte, TX, 77571, at 10:00 a. m., Thursday, June 14, 2012. Cashier's Check, Certified Check, or acceptableBid 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 guarantee that, if awarded the Contract, the Bidder will within fifteen (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 BIDDING DOCUMENTS, in the amount of 100% of the total Contract price. The City reserves the right to reject any and/or all bids, to waive any and all technicalities and to accept any bid or part thereof, which in the opinion of the city council, is most advantageous to the city. In case of ambiguity or lack of clearness in stating the prices in the bid, the city reserves the right to consider the most advantageous bid thereof or to reject the bid. BID WITHDRAWAL: No Bid shall be withdrawn for a period of 60 days after the opening of the Bids without the consent of OWNER. Published: May 31, 2012 June 07, 2012 COO p%17 CITY OF LA PORTE ADDENDUM #1 Sealed Bid #12027 — 2012 Citywide Sidewalk Replacement Project June 06, 2012 Dear Vendor, Please make the following changes to Sealed Bid #12027 package. 1. Replace Section 00410 Bid form page 1 ONLY with new page 1 attached. Replacement page has increased square footage for item 2 (from 11,346 to 13,527). This increase is further substantiated by item 2 of this Addendum. 2. Replace the 2012 Sidewalk Replacement Project Target areas page 3 ONLY with the attachment page 3. Three locations have been added to this page of the target areas list (3324 Somerton, 3307 Somerton, and 3230 Somerton). Please reference item 1 of this Addendum denoting an increase in square footage to bid. The bid opening date and time will remain the same. If you have any questions, please call Purchasing at 281-470-5126. Please sign below and return with your completed bid package. Thank you for your cooperation in this matter. Yours truly, Sandie Scarborough, C.P.M. Buyer, City of La Porte I acknowle Ige the receipt of Addendum #1. City of La Porte c-o � Section 00 0 Bid Form BID FORM 2012 CITY WIDE SIDEWALK REPLACEMENT PROJECT SEALED BID #12027 DATE: 3 V Me- , LN. 1Z Bid of ANN A T-Pns d 01 an Individual proprietorship, a corporation organized and existing under laws of the Stale of Texas, a partnership consisting of , for Construction of Cary W toe. S sa wa\k &p1amp"ex, : 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. Item Description of Item with Unit Bid Price Approx. Unit Total No. In Written Words Unit Quantity Amount Price Sidewalk Removal & Disposal Q C tNF Anggoe Ws e--- SF , 11,748 i.Q15 21,-13S aC' Per Square Foot 2. Sidewalk Replacement 4" Thick Concrete a F%V-P- GtLr6 SF 13,627 SAS 11,JM1 Per Square Foot 3. Handicap Ramp (ADA) 1 ®Stxiiu�rek GiC�� dor �A 16 &SL) . Per Each City of La Porte 4. Adjust Manhole Top @Tw\ o `NULA feA ao�lo.A g EA Per Each 5. Adjust Valve Box c: eA ckkk N Per Each 6. Saw cut Concrete @ 'taut At) -le b �— LF Per Linear Foot 7. 6' Wide Concrete Path 5" Thick @ 51X clo�l&cS + 13�a— SF Per Square Foot Nrl 2�a na 2 C1C�. ��%• 3 Wo"' c�o ee 76 L� bn-SN-NO.� 4,300 61' 2641GR TOTAL BID $ 13, , 315' �%.�4f4cw1 AOUC ks y. oS// - City of La Porte COO [FI%7 Section 00410 Bid Form 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 in (a), (b), and (c), above. SUBSTITUTIONS: If necessary, attach detailed explanation to proposal. 1. (Add)(Deduct) $ 2. (Add)(Deduct) $ It is understood and agreed that the work shall be complete in full within ninety (90) calendar days after the date on which work is to be commenced as established by the Contract Documents. 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 COp%,�7 City of La Porte Section 00410 Bid Form 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 Witness SEAL (if Bidder is a Corporation) Acknowledge receipt of Addenda Below: Addendum No. I — Date Received Jam r2 Signed lwdp (Company) By &41r"^l y& Title) TrT )S�AL)r _r.ea 2UL( Rec"eJ Pet �A3Qt�Liv4 -17S03 (Address) 1�3 tioZ 666c% (Telephone Number) CC[C7 City of La Porte _ section 00300 City of La Porte Forms CITY OF LA PORTE CERTIFICATION BY BIDDER 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 bidder 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 bid, or non-compliance with said ordinance shall be just cause for rejection or disqualification of bid. 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: Lew S-raucr lw4 Address: 2(1y �2WWCgM lac, �ASA�BN A . 1 X—1'15C13 Authorized Signature: c Printed Name: _STN e tZ�S�rn Date: - \'L City of La Porte coo pV 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. ��-T N,Srfzuc.-[tc)( Contractor Y(-Eva r0P kS\-AV-, Printed Name Date Signature City of La Porte PROTECTION OF RESIDENT WORKERS Section 00300 City of La Porte Forms 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. S }e-Je G Res u a rrm City of La Porte BOO p�ti� Section 00300 City of La Porte Forms CONFLICT OF INTEREST QUESTIONNAIRE FORM CIO For vendor or other person doing business with "local governinerdal entity reY gAidawama maeeb couWa made to the ear by na. 1431. with Leo, ftgrar Swaim CIFICELISEOtQY Thb questionnaire Is being filed in e000rdanee with Chapter 17k Local Gmtemment Cade o.esmo,aa by a person We has a business ndallonstip as dented by Sedbn 170A81(I a)with a local governmental a fitly and the prim insists requirements under Section 170.D0E(a). Bylawthis questimnai emust befiled with themodstlministrub dthe bah gmWie erad eriiynot Iskrthmdm7thbusinessdaye*thedalethepersonbecomesar orbets that require the stakmront to be filed. See Seefim 1711.000. Local Govemmerd Code. A person commits an offense H the person krwwiegiY violates Section 170.000. Laval Government Code An aHerse mderthis section is a Class C misdemeanor. 1 Name of p`Irson who has a business rehticrtsNp with local govenunnhl entity.- I.v a ❑ C11tet loos Hyw arefi➢ag an upddebapmiahsyfled grnestlonnahe (The lav requires that you file m updated completed questionnaire with the appropriate filing authority, not lair than the Tan business day after caw dab car cro afiy filed questionnaire becomes inavroek or iacorak.) Name d local govmmeeioffcerwith wbmn tiler hm eawloymentabrsiwss retabonsbp. Name of Olfar This section (ben 3 Including; subparts A G. C a D) must be orglated for each dAcer with Was the Oe has an erpbynmd a aaw bmhwss relafiordtip as ddiwd by section 17e.0111(ia). Kcal Govameed Code. Attach addmual pages to fhb Finn CIO as necessary, A Is Hw loci gone riment officer an in Mrs sectionrecei ft a M* k moon triable ihconw, ollw than i aesanent ia7irle. loom the tier of In questomate7 Dyes MNo B. b gm fler d t o quesdoraabe mubirg M D* tD receba triable ttmnw.cewn t m Yaesb.m. onhe. torn a at fir drectim of the local goverment ofiner named in this section AND the fable booms is not received from tw local governments! wily! Yes No C. Is caw Der of deb questia mare employed by a corpdrelon or ollm busbies entity mitt respect to which the local p wnaner offne serves as m dicer a dhectx a hobs m oarwsltlp d to pemud a more? DYes MNo D. Describe each mrpbyrtwd a btsiiess relationsMp lrth ow local goverrniet officer named in the section. d-ist-12 ow-d—dpmeon d,%g Armes am see V—sads-my oab City of La Porte COPY CITY OF LA PORTE CERTIFICATION BY BIDDER Section 00300 City of La Porte Forms 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 bidder 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 bid, or non-compliance with said ordinance shall be just cause for rejection, or disqualification of bid. _ 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: Authorized Signature: Printed Name: RW Lucas Construction, LLC. 551 C League City Parkway League City, TX 77573 . Ryan Lucas, President Date: June 19, 2012 City of La Porte 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. RW Lucas Construction, LLC Contractor Ryan Lucas, President Printed Name June 19, 2012 Date �, Cc-4ro Signatu City of La Porte PROTECTION OF RESIDENT WORKERS Section 00300 City of La Porte Forms 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. Ryan uc ,President City of La Porte CONFLICT OF INTEREST QUESTIONNAIRE For vendor or other person doing business with local governmental entity Thh qu11t1oon11re 19119g11 omngal mass to 010 law by nB. 1491. gain Lag_ nagater saawon. This questionnaire Is being filed In accordance with Chapter 178, Loca[oovemment Code by a personwho has a business relationship es dsfuted by Section 170.D01(1a)vrith a local govemmental entity and the person meets requirements under Section 170.006(a). Bylaw, this questionnaire must be filed wilhthe records adminlsbatoreithe local governmental entity not later than the 7th business day after the date the person becomes aware of facts that require the statementta be filed. Sea Section 176.000, Local Oovemmerd Cade. A. person commits an offense If the person knowingly violates Section 17a.D08, Local oovemment Code.An dfense undarthis section is a Class C misdemeanor. local governmental entity. NONE ❑ Clink this lum ifyou arefilfng an update to a prevfousfyfiled questionnaire. Section 00300 City of La Porte Forms FORM CIQ OffK E USEONLY ono rtaehea (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 71h business day after the date the originally fled questionnaire becomes inoomplate, or nacouate.) Name of local government 06ioerwith whom filer has employmentor business relationship. htame of oficer This section (Item 3 including subparts A. S, C & 0) must be completed for each officer with whom the filer has an employment or other business relationship as defined by Section 171L ODI(1-a), Loral O�ent Code. Atb3h addr6onal pages to this Form CIQ as necessary. A Is the local limmmentolficer named In this section recehring or likely to receive taxable income, other titan Investment Income, from the filer or to quesllonnabe? F7Yes F-1 No S. 1s the filar of the questionnaire recelvng or likely to receive taxable income, other than Investment income, tram Drat the direction of the local government otOber named in th'. section AND the taxable income is not received from the total governmental entity? Yes M No O. fs the filer of this quesUonnake employed by a corporation or other business entity with respect to which the local government oEfoer serves as an officer or director, or holds an mwhcrehlp of 10 percent or more? Yes F-1 No D. Describe each employment or business relationship with the local government officer named in this section. V � L a tune. 19 9019 with ne gmemmentai enkty We Adopfed 0ar2912007 city of La Porto Section 00410 Bid Form BID FORM Mau CITY WIDE SIDEWALK REpLACENlENT PROJECT -- SEALED BID #12027 DATE; June 19, 2012 Bid of RW Lucas Construction. LLC an Individual proprietorship, a corporation organized and existing under laws of the Stale of Texas, a partnership consisting of , for Construction of 2012 City Wide Sidewalk Replacement, for the City of LaPorte, Harris County, Texas. Gentlemen: The undersigned bidder ties 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 celled 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. Item Deacrlptlon of Item with Unit Bid Price Approx. Unit Total No. In Written Words Unit Quantity Amount Price Sidewalk Removal & Disposal tad Three Dollars SF 11,748 3.00 $35,244.00 Per Square Foot 2. Sidewalk Replacement 4" Thick Concrete .-Seven Dollars SF 13,627 7.00 $94,689.00 Per Square Foot 3. Handicap Ramp (ADA). (M_EjghtHundred Dollars EA 16 800.00 $12,800.00 Per Each City of La Porte 4. Adjust Manhole Top @ Five hundred Dollars EA Per Each 5. Adjust Valve Box @ Three hundred Dollars Per Each 6. Saw cut Concrete @ Ten Dollars LF Per Linear Foot 7. 6' Wide Concrete Path 5" Thick @Six Dollars SF Per Square Foot Section 00410 2 500.00 $1,000.00 3 300.00 $900.00 76 10.00 $760.00 4,300 6.00 $25,800.00 TOTAL BID $_171,193.00 Written. One hundred seventy one thousand one hundred ninety three and zero dollars r6v,1v City of La Porte Section 00410 Bid Form 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 in (a), (b), and (c), above. SUBSTITUTIONS: If necessary, attach detailed explanation to proposal. 1. (Add) (Deduct) $ 2. (Add) (Deduct) It is understood and agreed that the work shall be complete in.full within ninety (90) calendar days after the date on which work is to be commenced as established by the Contract Documents. 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 RW WcasConstruction, LLC City of La Porte Section 00410 Bid Form 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 nine 19. 7017 Lj"�22� - Wit ss, SEAL (if Bidder is a Corporation) Acknowledge receipt of Addenda Below: Addendum No. I Date Received 06/06/2012 Signed (Company) RVLVcas Co ion, LLC By Ryan Lucas, President (Title) 551 C League City Parkway, League City, TX 77573 (Address) 281-316-9990 (Telephone Number) CITY OF LA PORTE DENDUM7t1 -- Sealed Bid #12027 — 2012 Citywide Sidewalk Replacement Project June 06, 2012 Dear Vendor, Please make the following changes to Sealed Bid #12027 package. 1. Replace Section 00410 Bid form page 1 ONLY with new page 1 attached. Replacement page has increased square footage for item 2 (from 11,346 to 13,527). This increase is further substantiated by item 2 of this Addendum. 2. Replace the 2012 Sidewalk Replacement Project Target areas page 3 ONLY with the attachment page 3. Three locations have been added to this page of the target areas list (3324 Somerton, 3307 Somerton, and 3230 Somerton). Please reference item 1 of this Addendum denoting an increase in square footage to bid. The bid opening date and time will remain the same. If you have any questions, please call Purchasing at 281-470-5126. Please sign below and return with your completed bid package. Thank you for your cooperation in this matter. Yours truly, L. 'Sandie Scarborough, C.P.M. Buyer, City of La Porte receipt of Addendum #1. CITY OF LA PORTE FICATION BY BIDDER City of La Porte Ordinance 098-2217 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. I The undersigned bidder 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 i shall be just cause for The undersigned The undersigned as indebtedness, to be undersigned. (Initial one of the above) Business Name: Address: Authorized Signature: Printed Name: Date: n with the bid, or non-compliance with said ordinance or disqualification of bid. certifies that it is in compliance with Ordinance 98-2217. Or to the City of La Porte, the amount of its delinquent cted by the City of La Porte from the amounts due the 1 0 INDE CITY OF LA PORTE 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 ' a ages, 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. Dare Sig The City of La Porte, Texac which includes provisions and nondiscrimination. Ur legally work in the United, authorized to work in the U eligibility of anyone to be f Verification Form (1-9). TI controls so no services or p manufactured by any work employment. actively supports the Immigration and Nationality Act (INA) ddressing employment eligibility, employment verification, Jer the INA, employers may hire only persons who may >tates (i.e., citizens and nationals of the U.S.) and aliens S. The employer must verify the identity and employment red, which includes completing the Employment Eligibility e Contractor shall establish appropriate procedures and oducts under the Contract Documents will be performed or �r who is not legally eligible to perform such services or City of La Porte Section 00300 City of La Pone Forms CONFLICT OF INTEREST QUESTIONNAIRE FORM CIO For vendor or tattler pawn doap blade,, 1rlth Beal povenuoprtal entity tab 9nsoaaa arm cow" awes to h be by na wt, am tea, a wdur rears, ONriCELMEGRY The gaesbwrae b being; fhd F'aaaordaroeatlrChapter 170. local Gmearmra Code by a pesnarolo Im a busaas rfWcrdq m dmedby Sec" 17QOD1(t.yadar a bd case rota,;, OasamrenY amty andhprsal areeb aYpaetrler urnti Semen170. WA)L By JosYrb yeIDundw mravbOed arbhrendsa6niistrabrdoefoodgmao aal I eddy not 1alasMan h7Ih busm an day adb dr data ate paean baaones save or tam dtY ragre the rafeaM b be Bad Sea Semar 176.000. Lod G""unua Code. A pe aon oartndb an ad7ave date perk kn"irdly siolaes Section 170.000. Lain an Goaerma Code. An nerve taiOw*is section is a Claa C rrsdervra. 11bcvl m ftotpnao Zbma ld} mbbmship abtedpoaaaetl If" ❑ Cltecttla iym areI ant9datioapeviwsty 0kdqmsfiemae. (T1re lac rerpaes Metym tie era h 701 ba:rea Poe an updaed oarOr 4e50oroaa 00 h appropuae %no aUli" nat dap afb h dab to orpsasylied 4a9onae bemrra imrpkee or namraae) Idodbwl aosaoad i aa6 aA®f9s ha eapbysertv6miaess rdYiraW the d Qfter IbApab Thb seam; (hbn ^a�0 arp, I a cow 4airrs A B. C A D) ;rem be aortpleted for each afhmr with stun h f kr ha a idAadrp a defined by Salsa 170.001(1.4 Local Gmaawra Cads Adadc addabtal paps is an Face 00 at rmssay. A. Is** local pdaetraawa,fecal; naoae, km h nor of h grjdrbaie? nand in lob seadma reorirrp or Body to note, sable norx, odor the naesbrae [:DYM E3"a & b h fitr d h gresaaaca�e rsarip a Bey b reodse CaYr noosce, aara ha irseawfaa irorrt fran or Y h e fP�awd afbou rlmd in On secemND thetaaablai is not RaliM bml ate local ofof � ve, N / C. Is the Br all dr'a geIDousaa an.:. by a mpaam a der blear, atYy iat teepee b arid+ NOW Jowl �brara dbr sues AS el a diem; , a hdb a mmshp d 10 prcad a moo? aE]b �Y � D. Desaloe each escpopae[ or bales nsaeorry h bwl data rased In 11115 Section. msaw d Prot "0 brWo alb ate gamawm any �—� 2012 SIDEWALK REPLACEMENT PROJECT PG# 1 TARGET AREAS 1 8/30/2011 ADDRESS REM. PLACE WCR MH ADJ. GV ADJ. SCUT SUB -DIVISIONS COMMENTS SCIFT) (SCI EACH) (EACH EACH LF 4918 Parkcrest 16.0 16.0 4.01 Glen Meadows SAW -CUT @ DRWY. 4922 Parkcrest 16.0 16.0 4.0 Glen Meadows AW-C T (M DRWY. 4930 Parkcrest 16.0 16.0 4.0 Glen Meadows SAW -CUT Q DRWY. 5006 Parkcrest 16.0 16.0 4.0 Glen Meadows SAW -CUT @ DRWY. 5010 Parkcrest 44.0 44.0 Glen Meadows BOTH SIDES OF DRWY. 5017 Parkcrest 20.01 20.0 Glen Meadows 0 DRWY. 5018 Parkcrest 16.01 16.0 4.0 Glen Meadows SAW -CUT @ DRWY. 5022 Parkcrest - 20.01 20.0 Glen Meadows (d DRWY. 5026 Parkcrest 16.01 16.0 4.01 Glen Meadows SAW -CUT cQ DRWY. 5029 Parkcrest --r 16.0 16.0 4.01 Glen Meadows -CUT 115.2 5033 aP crest ON -GLEN -MEADOWS 115.2 Glen Meadows _SAW _DRWY. 5034 Parkcrest ON GLEN MEADOWS 149.6 149.6 1 Glen Meadows 5101 Parkcrest 194.9 166.4 1 1 Glen Meadows 5217 Parkcrest 26.4 26.4 1 Glen Meadows 4934-5002 Creekview, 88.0 88.0 4.01 Glen Meadows S-CUT WLKWYS BACK 2' 5002-5006 Creekview 184.8 184.8 1 Glen Meadows DRWY. TO DRWY. 5017 Creekview 35.6 35.6 1 Glen Meadows 5021 Creekview 48.01 48.0 1 Glen Meadows 5206 Creekview 32.01 32.0 1 Glen Meadows REMOVE BROKEN CONC. FROM DRWY. 5214 Creekview 16.0 16.0 4.01 Glen Meadows SAW -CUT Q DRWY. 4901Meadowcrest ONFARRINGTON 59.2 59.2 8.01 Glen Meadows S-CUT BOTH SIDES ORWY. ON FARRINGTON 5013 Meadowcrest 40.0 40.0 8.01 Glen Meadows SCUT BOTH SIDES DRWY. 5025 Meadowcrest 24.0 24.0 Glen Meadows 9D DRWY. 5021 Meadowcrest 32.0 32.0 Glen Meadows 5202 Meadowcrest 32.0 32.0 8.0 Glen Meadows SCUT BOTH SIDES DRWY. 5205-5209 Meadowcrest 195.2 195.2 Glen Meadows DRWY. TO DRWY. 1109 - 1113 Glencrest 174.01 174.0 Glen Meadows DRWY. TO DRWY. 5117 Rid ecrest 18.8 18.8 Glen Meadows 10843 Mesquite 32.0 32.0 F'mnt East 0 DRWY. 10800 Mequite 22.8 22.8 F'mnt East 10908 - 10912 Mesquite 62.8 62.8 _ F'mnt East BOTH DRWYS. 10922 - 10924 Mesquite 169.6 169.6 F'mnt East DRWY. TO DRWY. 10921 Collingswood 67.2 67.2 F'mnt East 10922 - 10926 Collingswood 165.2 165.2 F'mnt East 10926 - 16928 Collingswood B4.8 84.8 F'mnt East 2012 SIDEWALK REPLACEMENT PROJECT PG# 2 TARGET AREAS 1 8/30/2011 ADDRESS REM. PLACE WCR JMHADJ GVADJ. SCUTEF'mnt ONS COMMENTS SOFT (SOFT) EACH (EACH) EACH (L 10932 Collin swood 26.0 26.0 st 10943 Collingswood 31.6 31.6 st 10837 Mulber 42.8 42.8 st DRWY. 10838 -10840 Mulbe 172.0 172.0 st DRWY. TO DRWY. 10835 Mulbe 35.2 35.2 st DRWY. 10830 - 10832 Mulber 173.6 173.E 1 F'mnt East DRWY. TO DRWY. 10828 - 10830 Mulberry 89.2 89.2 1 F'mnt East DRWY. TO DRWY. 10817 - 10822 Mulberry 389.2 389.2 1 F'mnt East 2- DRWY. TO DRWY. & Q DRWY. 10940 Pinewood Ct. 49.2 49.2 1 F'mnt East DRWY. 10935 Pinewood Ct. 16.0 16.0 1 F'mnt East DRWY. 10931_P_inewood-Ct. 16:0 16:0 F'mnt-East-CM-DR-Y. 10927 Pinewood Ct. 356.4 356.4 F'mnt East THRU DRWY. + ONE PANEL 3825 Pecan Circle Ct 72.0 72.0 F'mnt East Sidewalk through Driveway 10819 Pecan Drive 64.01 64.0 F'mnt East 10822-10824 S ruce South 144.0 144.0 F'mnt East 10900 S ruceSouth 64.0 14.0 F'mnt East 10943 Spruce North 24.0 24.0 F'mnt East 106 D d 5.0 5.0 F'mnt East repair 6 LF of curb 10936 Rosewood 14 4.0 144.0 F'mnt East 10442 Catlett 483.0 448.0 1 F'mnt Central 10439 Catlett 405.0 370.0 1 1 1 F'mnt Central 10403 Carlow 634.0 610.0 1 F'mnt Central 10431 Carlow 120.0 120.0 1 F'mnt Central 3431 Rosebe 30.0 30.0 4.0 F'mnt West SAW-i DRWY. 10126 Windin Trail 144.8 144.8 1 F'mnt West 10127 -10119 Winding Trail 10130 Carlow 1,475.6 1,398.4 2 F'mnt West 2 WCRs "B" SEE PAINTED AREA 10115 Quiet Hill D . To D 228.0 228.0 F'mnt West' 314 Josh Wa 108.4 108.4 1 Spencer Landing 110 - 114 Spencer Landinq West 80.0 80.0 Spencer Landing BOTH DRWYS. 10501 Spencer Landin Entrance 152.0 152.0 1 Spencer Landing ENTRANCE TO SUB-DIV. 409 W. Fairmont P(O'Reilly Auto Parts 72.0 40.0 1 1 T-O-LP AT S.E. COR. 4TH & FAIRMONT 501 W. Fairmont -Pk Cit o 77.2 53.2 1 T-O-LP AT S.W. COR. 4TH & FAIRMONT W. Fairmont Pk .Askins 8 Askins 280.0 280.0 T-O-LP 80 00 Blk. Post Office E. of Entrance 126.0 ' 94 1 T-O-LP E. OF ENTRANCE - POST OFFICE 800 Blk. Post Office) Center in front 126.8 12F8 T-O-LP '.S" CURVE AT CENTER - POST OFFICE i 1 2012 SIDEWALK REPLACEMENT PROJECT PG# 3 TARGET AREAS 8130/2011 ADDRESS ! REM. PLACE WCR M1 ADJ GV ADJ. SUB-DIVISIONS COMMENTS i SQ (SQ EACH EACH) EACH) 800 Blk. Post Office At 8th St 34.0 0.0 1 T-0-LP S.E. COP, 8TH & PMNT - POST OFFICE 1026 W. Fairmont P Blondie's) 40.0 0.0 1 74.0 T-0 LP N.W. COR. M & FAIRMONT PKWY. S.W. Cor. LCB & W. Fairmont P 0.0 88.0 T-O-LP AT BRIDGE TO HIKE & BIKE 1105 S. B OE n Fairmont P .) 36.0 1 T-O-LP W. OF TEXAS, BEHIND JACK'S 312 W. Main Store Fronts 1126 Canyon springs 957.3 957.3 T-O-LP TREE CUTOUTS COORD. WrH BUSINESSES 48.0 4.0 1 Creekmont 1137 Ca n Sprin s 106.4 106.4 1 Creekmont 1201 Can n Sprin s 87.21 87.2 Creekmont 1018 River Creek 118.31 70.0 1 Creekmont 9320 - 9321 Mohawk 58.8 58.8 Pecan Crossing DRWY. TO DRWY. 9309 Mohawk 34A 34.4 1 Pecan Crossing 9304 Mohawk -20. -20:0 --•--- -- ----- -- --Pecan Crossin - DRWY. 9301 Mohawk 74.8 74.8 Pecan Crossing DRWY. 9300 - 9228 Mohawk 9229 Mohawk 203.6 203.6 Pecan Crossing DRWY. & DRWY. TO DRWY. + PANEL 9209 Mohawk ON STUART)409.6 1184 118.4 409.6 Pecan Crowing DRWY. 3806 - 3818 Stuart 461.E 461.6 Pecan Crossing ON STUART ST. Mahan ON STUART) I 102.8 102-81 Pecan Crossing BTWN ALL DRWYS. 108 01 Barton 24-81 24.8 1 Pecan Crossing ON STUART ST. 9614 Rustic Gate 15-01 16.0 1 1 Pecan Crossing DRWY. 1910 Hadcbe 28.6 28.6 1 4.01 Pecan Landing 3324 Somerton I 1400.0 Shad Rivers Somerton j 7pp.p At CI Park T230T307 3230 Somerton On west side of the street vacant lot ; 80.0 ' S-CUT= SAW CUT DRWY = DRIVEWAY WRC = WHEEL CHAIR RAMP TOTAL I 11748.5 13526.5 16 2 3 1 76.0 I I I SEALED BID #12027 /� DATE: oZD Bid of f7�0 pp�n individual proprietorship, a cor reGon organized end exlsting under laws o7tfi Slate of Texas, e, ariners consisting of I . , for Construction of e10 for the City of La Porte, Harris County, Texas. Gentlemen The undersigned bidder has caiefully 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 alto of the work and will provide all necessary labor, sup.Irinlendence, 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 Le Pale. Item Description of Item with Unit Bid Price Approx, Unit .Total No. In Written Words Unit Quantity Amount Price 1. Sidewalk Removal & Disposal ®� -1P✓Ph rri SF 11,748 q ..77 ,o� 9b Per Square t 2. Sidewalk Replacement 4" Thick Concrete 1 tl2 or - SF 13,527 y�Or 96 Per Square Foot -et } 41 3. Handicap Ramp (ADA) ®1(� 11 pp o -'�Je. htMdred— Ala t•�A 16 �SA1) o _ nn10. Per Each City of La Porte 4. Adjust Manhole Top @ uncut Per Each 5. Adjust Valve Box 02-0I, IP,,1" M ? 6. Saw cut Concrete Per Linear Foot I 7. 6' Wide Concrete Path i15Thick �I Per Square Foot I Section 00410 Bid Form 3 —L5D 00 LF 76 1)0 0° - SF 4,300 y,. 'JP �yfS TOTAL BID $ 9L? �h OLt S0,i1(,� 0-Y, 61E A /n efst 4wiD CP-n+s� J a City of La Porte Section 00410 Bid Form 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 in (a), (b), and (c), above. SUBSTITUTIONS: If (Add) (Deduct) (Add) (Deduct) It is understood and agreed that after the date on which work is to attach detailed explanation to proposal. i work shall be complete in full within ninety (90) calendar days commenced as established by the Contract Documents. It is agreed that the contract price Imay 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 lBase 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 undersigned unless, in case of I into a construction contract and undersigned should fail to enter calendar days after the Engine( and agreed that the bid security for damages due to delay and of on the part of the undersigned. It is understood that the Owner ecurity accompanying this proposal shall be ; returned to the acceptance of this proposal the undersigned should fail to enter Kecute bonds as provided in the specifications. In the event the o a construction contract and execute bonds as required within 14 has given unsigned contracts to the Contractor, it is understood call be forfeited to the Owner and shall be considered as payment r inconveniences suffered by the Owner as a result of such failure the right to reject any and all bids. City of La Porte Section 00410 Bid Form 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 prop I have been carefully checked and are submitted as correct and final Date Signed (Company) By V U , A4 --�4 f\ e'1 L' / (Title . 1, �l)4D I.S Tnc �D/R AlitP.s� iiaV n�ana a&s a /T'115a�1 (Address) 7/3 .q4'7- 9q 4 o (Telephone Number) SEAL (if Bidder is a Corporation) Acknowledge receipt of Addenda Below: Addendum No. Date Received {)/� r CITY OF LA PORTE ADDENDUM #1 Sealed Bid #12027 — 2012 Citywide Sidewalk Replacement Project June 06, 2012 Dear Vendor, Please make the following changes to Sealed Bid #12027 package. 1. Replace Section 00410 Bid form page 1 ONLY with new page 1 attached. Replacement page has increased square footage for item 2 (from 11,346 to 13,527). This increase is further substantiated by item 2 of this Addendum. 2. Replace the 2012 Sidewalk Replacement Project Target areas page 3 ONLY with the attachment page 3. Three locations have been added to this page of the target areas list (3324 Somerton, 3307 Somerton, and 3230 Somerton). Please reference item 1 of this Addendum denoting an increase in square footage to bid. The bid opening date and time will remain the same. If you have any questions, please call Purchasing at 281470-5126. Please sign below and return with your completed bid package. Thank you for your cooperation in this matter. Yours truly, Sandie Scarborough, C.P.M. Buyer, City of La Porte receipt of Addendum #1. Sig BID BOND KNOW ALL BY THESE PRESENTS, That we, Brooks Concrete, Inc. of Pasadena, Texas' (hereinafter called the Principal), as Principal, and _SureTec Insurance Company (hereinafter called the Surety), as Surety, are held and firmly bound unto City of La Porte (hereinafter called the Obligee) in the penal sum of Five Percent of the Greatest Amount Bid Dollars (S 5%C.A.B. ) for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That WHEREAS, the Principal has submitted or is about to submit a proposal to the Obligee on a contract for 2012 City Wide Sidewalk Replacement Project, Job #12027 NOW, THEREFORE, If the said Contract be timely awarded to the Principal and the Principal shall, within such time as may be specified, enter into the Contract in writing, and give bond, if bond is required, with surety acceptable to the Obligee for the faithful performance of the said Contract, then this obligation shall be void; otherwise to remain in full force and effect. Signed and sealed this 19th day of June 1 2012 Brooks Witness POA a: 4221392 SureTee Insurance Company . LIMITED POWER OF ATTORNEY Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents make, constitute and appoint Maxine Elaine Lewis, Rhesa F. Boullon, Rosalyn D. Hassell, Scott D. Chapman, Kevin McOuain, Justin McOuain its true and lawful Attomey-in-fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety for. Five Million and 00/100 Dollars ($5,000,000.D0) and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attomey-in-Fact may do in the premises. Said appointment shall continue in force until1213112.013 and is made under and by authority of the following resolutions of the Board of Directors of the SureTec Insurance Company:. Be it Resolved that the President, any Vice -President, any Assistant Viwl'residenl, any Secretary or any Assistant. Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Atlorneyin-Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and all bonds, rccognisances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and my such instruments so executed by any such Atmmey-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved dust the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or my certificate relating thereto by facsimile, and my power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 2e ojApril, 1999) In Witness Wbereoj, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal to be hereto affixed this 3rd day of September, A.D. 2010. �sucP SURETEC INS E C 141PANY By: qL John I o Jr., resident State of Texas as: 9� 1 County of Harris On this 3rd day of September, A.D. 2010 before me personally came John Knox Jr., to me known, who, being by me duly sworn, did depose and say, that he resides in Houston' Texas, that he is President of SURETEC INSURANCE. COMPANY, the company described in and which executed the above instrument; that he knows the seal of said Company; that the seal affixed to mid instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company, and that he signed his name thereto by like order. � Sraq� JACQUELYN MALDONADO Notary Public, State of Texas r MctioelynMaldoladn, Notary Public s'l1i N�°s May I s, 2013 y carom lion exbirts May 18, 2013 t, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; and f uthermore, the resolutions of the Board of Directors, set out in the Power of Attorney are in full force and effect Given under my hand and the seal of said Company at Houston, Texas this 19th day of June % 2012 A.D. M Brett Beaty, Assistant Secretary Any Instrument Issued In excess of the penalty stated above Is totally void and without any validity. For verification of the authority of this power you may call (713) 812-0806'any business dry bstwssn 8:00 am and 5:00 pro CST. SureTec Insurance Company THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION Statutory Complaint Notice To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint at: 1-866.732-0099. You may also write to the Surety at: SureTec Insurance Company 9737 Great Hills Trail, Suite 320 Austin, Tx 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252-3439. You may write the Texas Department of Insurance at: PO Box 149104 Austin, TX 78714-9104 Fax#: 512-475-1771 Web: http:l/www.tdi.state.tx.us Email: ConsumerProtectlon&di.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Terrorism Risks Exclusion The Bond to which this Rider is attached does not provide coverage for, and the surety shall not be liable for, losses caused by acts of terrorism, riot, civil insurrection, or acts of war. CERTIFICATE OF LIABILITY INSURANCE ' 6/18/2w 012 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: H the certificate holder Is an ADDITIONAL INSURED, the pollcy(Ies) must be endorsed. N SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement On this certificate does not confer rights to the certificate holder In lieu of such endorsements). PRODUCER ria Rebollar ® CcerCial Global Insurance PIIo�!!a (281)930-1600 F X (2e1)130-1400 CND' 3710 Center #101 Deer Park TX 77536 INSURE S AFFURDNO COVERAGE NAILS INSUREIIA-AIDerica First Lloydsof Texas 1526 NaUiFD INSURa1e:Peerlesa JUdencity Iasuraace 18333 Brooke Concrete, Inc. INSURERCr rce i Industry Ina CO. 4018 Allen Genoa Road 11MLIRERO.Netherlands Ins Cc 4171 INMER E : Pasadena TX 77504 IHsuREwF: THIS IS 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. Im LTR TYPE of INSURANCE POLIOY NIAIBEN w w Luau ' A GENERAL X WBILT' COMMERCW.GENERALLPBILITY CLAMSMADE a]OCCUR y y MY18793.50 1/1/2011 1/1/2012 EACH OCCURRENCE f 1,000,006 W t 100,000 MED EXP Off perwn) 1 5,000 PERSONAL d ADV INJURY t 1,000,000 GENERAL AGGREGATE t 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: X POLICY X 'ra LOC PRODUCTS - COMPIOP AGG t 2,000,000 I I I AUTOMOBILE LIABILITY y y r -11 1,000,000 B X PINY AUTO ALLOVMIED X SCHEDULED AUTOS AUTOS HIREDAUTOS X NON-0VNED AUTOS 847009 1/1 /2031 1/1 /2012 BODILY NJURY;Pw pwfWRl) S BODILY INJURY Pr A(c t p t H,raa.w,ra.Wn EACH OCCURRENCE t 1,000.00 t 1,000,000 (,. D X UMBRELLA LlIk X OCCUR EXCE88LIAB CLAIMSMADE NIA y BZ032833834 18e7010 0/20/2011 1/1 /2011 1/1/2012 1/1 /2012 AGGREGATE t 1,000,000 DED I I RETENTIONS APo 1,11PL O ERWWE�BLT ANY PROPRIETORNNJTNERIEIEOITIVE YIN OFICERMEAeER EXCLUDED) II�!W. bsmoA ulOsr DESCRIPTION OF OPERATIONS Dft. / X ATU-' OTI+ t E.L. EACH ACCIDENT t 1 000 000 E.L. DISEASE - EA EMPLOYEEt 1,000,000 EL. DISEASE -POLICY LMn I 1,000.000 A Rented/Leased Equipmant From Others ICE P1819158 1/1/2011 1/1/2012 UMIA,,,om lam $10,000 DE=FIF'nONOFOPERATION!ILOCATION!IVEHCLn(Alt ACORDIM. AlQlwwl IbmrrtW eWrwalAA,amoral WAM..IW rWRMrAeI Re: BID a 12027 - 2010 CITYWIDE SIDEWALK REPLACEbaHR pROJECT The General Liability t Auto Liability policies include blanket automatic additional insured endorsement status to the certificate holder only when there is a written Contract between the named insured and the certificate holder that requires such status. The General Liability, Auto Liability L Work Comp policies include blanket automatio waiver of subrogation endorsement status to the certificate holder Only when there is a written contract between the named insured and the certificate holder that requires such status. r=OT MO ATr Mnr ern _ City of Laporte 2963 N. 23rd Street LaPorte, TX 77571 25 (2010/05) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROvMONS. AUTHORIZED REPRESENTATIVE ��dY - Barnes/MARIA,- ® INS-2010 ACORD CORPORATION. All rinMw rwwar„M ' I no ACORD name and logo are registered marks of ACORD BROOKS CONCRETE INC. 4018 Allen Genoa Pasadena, Texas 77504 713-947-8440 EQUIPMENT LIST June, 2012 2007 GMC DUMP TRUCK 1998 CHEV DUMP TRUCK 2012 CASE SKID STEER/ SR250 2010 CASE SKID STEER/ 450 2007 CASE SKID STEER/ IH 450 7006 CASE SKID STEER/ 450 2005 CASE SKID STEER/ 85XT 20D6 MINI EXCAVATOR IH 30NX CREW TRUCKS AND VARIOUS OTHER EQUIPMENT TO COMPLETE JOB Any further information please contact Darlene Hall @ 713-947-8440 or email at darlene@brooksconcreteinc.com PROJECT LIST - COMPLETED BROOKS CONCRETE INC. 4018 ALLEN GENOA PASADENA, TEXAS 77504 CITY OF MISSOURI CITY ANNUAL SIDEWALK REPLACEMENT 07/2010 - 07/2011 CITY OF MISSOURI CITY ANNUAL CONCRETE REPLACEMENT 07/2010 - 07/2011 HARRIS COUNTY #1 REPAIR/REPLACEMENT CONCRETE PAVEMENT, ETC 07/2011-04/2011 HARRIS COUNTY #2 REPAIR/REPLACEMENT CONCRETE PAVEMENT, ETC 07/2011-04/2011 RENEWABLE 3 YEAR TERM CITY OF PASADENA ANNUAL CONCRETE SIDEWALK 2001- 2011 CITY OF LEAGUE CITY ANNUAL CONCRETE SIDEWALK 4/2010 - 4/2011 CITY OF PASADENA REDEVELOPMENT PROJECT- SIDEWALKS 12/2009 - 12/2010 GALENA PARK ISO ANNUAL CONCRETE CONTRACT 2010, 2011, CITY OF LAPORTE VARIOUS PROJECT 2000 - 2011 i r BROOKS CONCRETE INC. APRIL 30, 2012 References: Sarah Benavides, P.E., Planning Director & Engineer City of Pasadena 1114 Davis Street Pasadena, Texas"77506 713-477-1511 , Jeff Kokes, Street & Sidewalk Superintendent City of Missouri City 1522 Texas Parkway Missouri City, Texas 77489 281-814-2612 Norbert Gonzalez City of Pearland Streets & Drainage Superintendent 3501 W. Orange Pearland, Texas 77588 281-652-1910 Reagan McPhail City of LaPorte 664 W. Fairmont LaPorte, Texas 77571 281-470-5065 Scott Bradley, Various Projects City of LaPorte 604 W. Fairmont Parkway LaPorte, Texas 77571 281-470-5141 281-204-5293(cell) Norbert Gonzalez City of Pearland .. Streets & Drainage Superintendent 3501 W. Orange Pearland, Texas 77588 281-652-1910 For further information please contact Darlene Hall at 713-947-8440 or email me at Dariene@brooksconcreteinc.com I BROOKS CONCRETE INC. 4018 ALLEN GENOA PASADENA, TEXAS 77504 713-947-9440 - OFFICE 713-947-9444 - FAX sales@brooksconcreteinc.com Brooks Concrete Inc. has been in business since 1976. State of Incorporation is Texas Brooks Concrete Inc. HAS NOT HAD ANY CONTRACTS WHICH RESULTED IN A LAW SUIT Brooks Concrete Inc. HAS NOT DEFAULTED ON ANY CONTRACTS ! r PROJECT LIST - UNDER CONSTRUCTION BROOKS CONCRETE INC. 4018 ALLEN GENOA PASADENA, TEXAS 77504 r r r CITY OF MISSOURI CITY ANNUAL SIDEWALK REPLACEMENT 7/2011 - 7/2012 renewable to7/2013 CITY OF MISSOURI CITY ANNUAL CONCRETE REPLACEMENT 07/2011 - 7/2012 renewable to 7/2013 HARRIS COUNTY #2 REPAIR/REPLACEMENT CONCRETE PAVEMENT, ETC RENEWABLE 3 YEAR TERM CITY OF PASADENA ANNUAL CONCRETE SIDEWALK GALENA PARK ISD ANNUAL CONCRETE CONTRACT CITY OF LAPORTE CITY OF PEARLAND 2011 ANNUAL SIDEWALK REPLACEMENT 2011 ANNUAL SIDEWALK CONTRACT 07/2011 - 7/2012 renewable to 7/2013 2012 2012 10/2011 - 10/2012 9/2011 - 9/2012 r r r CITY OF LA PORTE ADDENDUM #1 Sealed Bid #12027 — 2012 Citywide Sidewalk Replacement Project June 06, 2012 Dear Vendor, Please make the following changes to Sealed Bid #12027 package. 1. Replace Section 00410 Bid form page 1 ONLY with new page 1 attached. Replacement page has increased square footage for item 2 (from 11,346 to 13,527). This increase is further substantiated by item 2 of this Addendum. 2. Replace the 2012 Sidewalk Replacement Project Target areas page 3 ONLY with the attachment page 3. Three locations have been added to this page of the target areas list (3324 Somerton, 3307 Somerton, and 3230 Somerton). Please reference item 1 of this Addendum denoting an increase in square footage to bid. The bid opening date and time will remain the same. If you have any questions, please call Purchasing at 281-470-5126. Please sign below and return with your completed bid package. Thank you for your cooperation in this matter. Yours truly, Sandie Scarborough, C.P.M. Buyer, City of La Porte I acknowledge the receipt of Addendum #1. Signature City of LA Porte 800tlon 00410 Bid Form BID FORM 2012 CITY WIDE SiDEWALK REPLACEMENT PROJECT SEALED BID 412027 _ La. cJ4Qtp.nrjto, DATE: — ,1 q I o`Z a a Bld of _ /3iZ 1�G R e nto�'w an Individual proprietorship, corporation organized and existing under laws of the State of xas, a partnership consisting of for Conslrucllon of „� Ida to L -q, d � waCK, for the City of La Porte, Harris County, Texas. Gentlemen: The undersigned bidder has carefully examined the Instructions to Bidders, [his 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. Item Description of Item with Unit Bid Price No. in Written Words Unit Sidewalk Removal & Disposal ® SF Per Square Foot 2. Sidewalk Replacement 4" Thick Concrete SF Per Square Foot 3. Handicap Ramp (ADA) 0 EA Per Each Approx. Unit Total Quantity Amount Price 11,748 / jV 1 t, % `i X- CJD /'o� $-71, G�7 13,627 16 16%0 1 (, c)Zro JrD City of La Porte Section 00410 4. Adjust Manhole Top @ EA 2 `.JOB. �� � C�Zm em Per Each 5. Adjust Valve Box Per Each EA 3 6. Saw cut Concrete @ LF 76 Per Linear Foot 7. 6' Wide Concrete Path 5" Thick @ SF 4,300 Per Square Foot TOTAL BID $ , S 7 j . (jo Written It y City of La Porte CITY OF LA PORTE CERTIFICATION BY BIDDER Section 00300 City of La Porte Forms 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 bidder 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 bid, or non-compliance with said ordinance shall be just cause for rejection or disqualification of bid. 42>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: A'2�1I E-G' Address: .. �J�190C 9�( Authorized Signature: T Printed Name: 71 e /Y, e) AA Date: I R / ,) 0 1 City of La Porte Section 00410 Bid Form 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 in (a), (b), and (c), above. SUBSTITUTIONS: If necessary, attach detailed explanation to proposal. 1. (Add) (Deduct) $ 2. (Add)(Deduct) $ It is understood and agreed that the work shall be complete in full within ninety (90) calendar days after the date on which work is to be commenced as established by the Contract Documents. 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 City of La Porte Section 00410 Bid Form 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 /:]n 10- Signed (Company) ig z t6 e t�en+o9 l CtK a J By a (Title) f L' 60' (Address) na 471 — qlo -- h� fJy (Telephone Number) Witness SEAL (if Bidder is a Corporation) Acknowledge receipt of Addenda Below: Addendum No. Date Received c t K /ao I City of La Porte 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. 1 / ►ir Re tr-,t,,air Vo a „ 0 181.go la Contractor Date Printed Name Signature t City of La Porte PROTECTION OF RESIDENT WORKERS Section 00300 City of La Porte Forms 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. City of La Porte Section 00300 City of La Porte Forms CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity Toe genOCKIN re redecb Uurhges meM 10 the In by N.e. 1431. M Lag_ Roper aeedort OFFICEUSEONLY This questiortnaire is beep filed in aeoordance trim Chapter 178. Loral Ca vnent Code o� nscnm by a person who has a business relationship as defined by section 170.001(1 a)wi0t a local govemmeraal entity and the person meets requirements under section 170.000(a). By Lawthm questiorwWe nua be Ned with the records admiremabrof to kcal govemmereal entity not later than the 7th business day after the date the person becomes aware, of tads that require the statemem to be filed. See Section 17e.DOB, Local Geyemmert Code. A person cornmhs an offense if the person knowingly violates Section 17e.DOB, Local Govemmem Code. An offense under this section is a Class C misdemeanor. 1 Nams of person who has a business reWionship with local governmemal etAy. 2 CAedt this loos if you are filing an update boapreviously fled gaestiom auQe. (The law requires that you file an updated cornpleted questionnaire with the appropriate fling authority no later than the 7th business day after the date the er4irialy fled questionnaire becomes hoomplete or ihawaate.) Name of local governmerd offerer with whom filer his employment or business relationship. /y /A-- Nam a of 05M This section ('rtwn 3 including subparts A. B. C S 0) must be completed for each officer wlh whore the Eler has an mgbymerr a other business relati rship as defined by section 170.001(ta), Local Gotermhent Cade. Arach addrtiuW pages to this Fonn CIO as necessary. A. Is the local gouemmet officer named in ttis section receiving or likely to receive taxable it m . other than imesortent kxx me, from the tiler of the questionnaire? C Yes V(I No 3. Is the filer of the questiomaim^--'receiYrnga\� a likely to moeiwe taxable vrmne. other than investment inwrrte. from or at the direction of the local govemnmt officer named in this sedan AND the taxable income is eat received tram the local governmental entity? No Lam" C. Is the filer of this questionrt»e employed by a corporation or other business entity with respect to which the local gwrnm eem officer serves as anEftewctor, a holds an orwsrship of 10 percent or more? D. Desa3e each emplgmerhtatkvslhlp with the^local gwerrunet officer named in this section. a ' O/ Slgham or >t Owness WA ere eMly pis , goxmmera Dale Adopted dA29r7007 City of La Porte BID BOND STATE OF TEXAS § COUNTY OF HARRIS § SURETY'S NO. BID KNOW ALL MEN BY THESE PRESENTS, THAT AZTEC Remodeling and Landscaping Company P. 0. Box 594, 107 Sbirleen Drive, Seabrook, TX 77586 (hereinafter called the Principal), as Principal and The Ohio Casualty Insurance Company 13830 Ballantyne Corporate Plaza, Ste 450, Charlotte, NC 28277 (hereinafter called the Surety), as Surety, are bound unto the City of La Porte, Texas, a home rule municipal corporation of Hams County, Texas (hereinafter called Obligee) in the amount of Five percent of amount of bid Dollars ($ 5$ of bid ), 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 2012 city-wide sidewalk replacement .project (Project #12027) 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.Principal and Surety do sign and seal this instrument -this 19th .day of June 20 12 Princi ontractor By: AZTEC Remodeling & Landscaping Co. Address: P.0. Box 594, 107 Shirleen Drive Seabrook, TX 77586 .NOTE: Attach Power of Attorney Surety Lee R. Stevens Attorney -in -Fact By: The Ohio Casualty Insurance Company Address: 13830 Ballantyne Corporate Plaza Ste 450 Charlotte, NC 28277 ,.. ti City of La Porte CITY OF LA PORTE CERTIFICATION BY BIDDER Section 00300 City of La Porte Forms 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 bidder 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 bid, or non-compliance with said ordinance shall be lust use T9P or disqualification of bid. J% 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: GWPhillips Construction. Inc Address: 117 Oates Rd. Houston Texas 77013 Authorized Signature: Printed Name: George W. PhilliosW. Phillips Date: 06/1912012 • City of La Porte 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. GW Phillips Concrete Construction Inc Contractor George W. Phillips Printed Name 06/19/2012 Date City of La Porte Section 00300 City of La Porte Forms CONFLICT OF INTEREST QUESTIONNAIRE FORII C#Q Far VCAftr or atb/r VMm daft bosbfela wM bad ovValamuftd aettft tae gam woeeb Maps Ma to wo aff tv Ma tat. wh ug. le@tta Geese. OFM 7lfb qaslotGoeta isbebptded b aGmtdanoetdlrChr 1J4latW Carerm�adCodo bf afaaaG>.Motemahisfirarddwdmrsddisdpyt3ediat T7A0)1 Gr. aa:.a.a pGreranerdd erdlgetd Ae L.ofooal M+aaa a�eKsrerp*erna�+undn 8ealoe.t7a)- 00dt( MgaJ. a7batlisqumGvratratrssttbe@ed rdtloeramahadmbdffiamrdtlstptddat enfi7not tvtertltdn lie businessdoy lte tbfaihaporsaa8ammesaaare dfads lutteq�dteliasdacaaerdbhs@ed: Seae+eetlan 97fR008,laed Caoremtltentcala A an if the pienat bmwkwy Iia0riss SaCba 1"IM land C3onrm=nfd'odlMuffAmamdvlb daaaao(saflmcrahl emmR NONE ❑ CbM&4lsb=lr7="m+p=w�6rbapreMo„sygM�SBo„eake. (ib* tm m Gas tbd yaa fib M. COMMad gnsomtme oft lae appgs� a% ta>t ider Q= D*7% babas day der be lde§*WVely tiled gtesff=k v bwwmbCawVFd& abaaeatrj Kaoedbolyorlr�doRbQaibalm� �Iasao�loymedarboebee . ldmd0dfee a°�Yead w any adPata A 8. C i 0) awd be =a~ for am* Gftw d$ ohm M Dir ka as $ popesbli6%aft M as nmss dedbedM8enia 17a.Oat(tai;fail Cioraenmd Code. Albr>tadd8ard km&*uneawme off= calmd b "saraw MD*Av laab main togaft bwMW coff mbmaoad F]yes r7da B bhlhrdme pedomrierdvLip t:6Eegrbaoebe OafiY hwne: dMthmbtesbedbwwatom vat* Ya �sA mbv pwassodd d7os Gamed in 1Lb sedim !@D 1!! OSeDfO bonne is oil Malbad tom to bad MVb, Mft 0_ is the ow d th's waft aim w0aw by a aowaafn w cow ooshaa att7 adp rasped b abb* to Ind fareaeoesd omm somas ao MMr w dbed x ar h*15 an aeoelsilp d to posed dratota? OV%' pab 0. Oesabe adr aa@btraed arfaaaess ae4deadap We bcel9oraraard dti= =WAd b ft wAW 06/19/2012 r>eb Awpted OEJ2Mv CITY OF LA PORTE ADDENDUM #1 Sealed Bid #12027 — 2012 Citywide Sidewalk Replacement Project June 06, 2012 Dear Vendor, Please make the following changes to Sealed Bid #12027 package 1. Replace Section 00410 Bid form page 1 ONLY with new page 1 attached. Replacement page has increased square footage for item 2 (from 11,346 to 13,527). This increase is further substantiated by item 2 of this Addendum. 2. Replace the 2012 Sidewalk Replacement Project Target areas page 3 ONLY with the attachment page 3. Three locations have been added to this page of the target areas list (3324 Somerton, 3307 Somerton, and 3230 Somerton). Please reference item 1 of this Addendum denoting an increase in square footage to bid. The bid opening date and time will remain the same. If you have any questions, please call Purchasing at 281-470-5126. Please sign below and return with your completed bid package. Thank you for your cooperation in this matter. Yours truly, Sandie Scarborough, C.P.M. Buyer, City of La Porte the reeiptgf Addendum #1. City of Ln Porte Section 0000 Bid Form BID FORM 2012 CITY WIDE SIDEWALK REPLACEMEtVT PROJEVT --- SEALED BID Al2027 DATE: 06/19/2012 Bid of GW phllllps Concrete Construction, Inc. an individual proprietorship, a corporation organized and existing under laws of the State of Texas, a partnership consisting of for Construction of 2012 City Wide Sidewalk Replacement 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. Item Description of Item with Unit Bid Price Approx. Unit Total No. In Written Words Unit Quantity Amount Price Sidewalk Removal & Disposal ® one dollar and fifty cents SF 11,748 1.50 17,622.00 Per Square Foot 2. Sidewalk Replacement 4" Thick Concrete 0 four dollars and twenty-five cents SF 13,527 4.75 64,253.25 Per Square Foot 3. Handicap Ramp (ADA) 0 eight hundred dollars and no cents EA 16 800.00 12,800.00 Per Each r City of La Porte Section 00410 Bid Form a 5. 17 Adjust Manhole Top CTb six hundred dollars and no cents Per Each EA Adjust valve Box four hundred dollars and no cents EA Per Each Saw cut Concrete ,a eight dollars and no cents LF Per Linear Foot 6' Wide Concrete Path 5" Thick (a) four dollars and fifty cents SF Per Square Foot 2 600.00 1,200.00 3 400.00 1,200.00 76 8.00 608.00 4,300 4.50 19,350.00 TOTAL BIDS 117,033.25 one hundred seventeen thousand thirty-three dollars and twenty-five cents i' City of La Porte Section 00410 Bid Form 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 in (a), (b), and (c), above. SUBSTITUTIONS: If necessary, attach detailed explanation to proposal. 1. (Add) (Deduct) $ 2. (Add) (Deduct) $ It is understood and agreed that the work shall be complete in full within ninety (90) calendar days after the date on which work is to be commenced as established by the Contract Documents. 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 City of La Porte Section 00410 Bid Form 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 06/19/2012 ganess SEAL'(if-Bidder is a Corporation) Acknowledge receipt of Addenda Below. Addendum No. Date Received Signed Gov Phillips Concrete Construction, Inc. (Company) / (Title) George W. Phillips - President 117 Oates Rd. Houston, Texas 77013 (Address) 713-674-9400 (Telephone Number) Oily of La Porte BID FORM 2012 CITY WIDE SIDEWALK REPLACEMENT PROJECT SEALED BID #12027 Section 0000 0 Bid Form DATE: I✓ LAX OITi Old of _ //AAA /—A14405C 14- a corporation organized and existing under laws of the State of Tape, a paknerehip eeneis"O of . for Constructlon of I A ..a ; E&da 4 &r3- , 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, toots, 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 prescnbed therein and according to the requirements of the City of La Porte. Item Description of Item w(th Unit Bid Price Approx. Unit Total No. In Written Words Unit Quantity Amount Price Sidewalk Removal & Disposal (M SF Per Square Foot 2. Sidewalk Replacement 4" Thick Concrete @ SF Per Square Foot 11,748 I ! 0 Z 13,627 1AL- 35:21D0? 3. Handicap Ramp (ADA) @ EA 18 /M X. Per Each I City of La Porte 4. 5. a 7 Adjust Manhole Top EA Per Each Adjust Valve Box A EA Per Each Saw cut Concrete @ LF Per Linear Foot 6' Wide Concrete Path 5" Thick SF Per Square Foot Section 00410 Bid Form ?" /i 7.6 4,300 4 ✓� TOTAL BID $ lv� CITY OF LA PORTE ADDENDUM #1 Sealed Bid #12027 — 2012 Citywide Sidewalk Replacement Project June 06, 2012 Dear Vendor, Please make the following changes to Sealed Bid #12027 package 1. Replace Section 00410 Bid form page 1 ONLY with new page 1 attached. Replacement page has increased square footage for item 2 (from 11,346 to 13,527). This increase is further substantiated by item 2 of this Addendum. . 2. Replace the 2012 Sidewalk Replacement Project Target areas page 3 ONLY with the attachment page 3. Three locations have been added to this page of the target areas list (3324 Somerton, 3307 Somerton, and 3230 Somerton). Please reference item 1 of this Addendum denoting an increase in square footage to bid. The bid opening date and time will remain the same. If you have any questions, please call Purchasing at 281-470-5126. Please sign below and return with your completed bid package. Thank you for your cooperation in this matter. Yours truly, Sandie Scarborough, C.P.M. Buyer, City of La Porte the receipt of Mdendum #1. nature 5VA I,J7�E57S� City of La Porte Section 00410 Bid Form 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 in (a), (b), and (c), above. SUBSTITUTIONS: If necessary, attach detailed explanation to proposal. 1. (Add) (Deduct) $ 2. (Add) (Deduct) $ It is understood and agreed that the work shall be c4plete in full within ninety (90) calendar days after the date on which work is to be commenced as established by the Contract Documents 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. City of La Porte Section 00410 Bid Form 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 p % �y correct and final Date J✓ 11JKE ,42V42, Signed �� • � 'F. (Company) At* IN7 - 7s�1 By Azl'-e cl (Title) y 9¢3 - (Address) 78/--578 —/39/ (Telephone Number) SEAL (if Bidder is a Corporation) Acknowledge receipt of Addenda Below. _.__. ..... ............... Addendum No. Date Received City of La Porte CITY OF LA PORTE CERTIFICATION BY BIDDER Section00300 City of La Porte Forms 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 bidder 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 bid, or non-compliance with said ordinance shall be just cause for rejection or disqualification of bid. elThe undersigned hereby certifies that if 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: Authorized Signature: Printed Name: Date: City of La Porte 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. RAJA �iyTE,2FST51 Contractor >,,4AC-L �4ee OS. Printed Name i L9 Date Signature City of La Porte Section 00300 City of La Porte Forms CONFLICT OF INTEREST QUEST1ONNMRE Cat " For vendor ar adhdr person damp hnaslcaa VwM loaf goveralnevilal edit/ 1m wtsrm max (a M M� ttD. tv07. ata tsi, tmram IBEDImf or 7be eAtes6avebckbdSlplikd br eomdems.olbtee r74loeml GoseaamadQew4 tryapesmalntma �+ritilwd�asd4i�gSaibaS76ID1(1aj�elo� 9 e�A and Otepvsa+medsreeplbemedsuoM 8eallpet 178.UpE(a} ByfMvtlefsguesaasabaeIMMMIDadadb Usswmtdsadaid rtorarVeter�pvmaaaarit enTlyrdtoferbmnilr711*beairesrelay stir dsietlmpesmrbaeanasatoreafrads omtn:epetrdm 9ateneawhesei ScsaVme l7e.V06.tueat ta�oreeatfadC.ade A P aamals an afEmas itthe pram bnwulh s+ Serd'ma 17UD00, Gmwrvaedcka AnetSeassuadeVis®aim asCfassCaftft oc Meme a/pescoedmhasa6osiesesinst8hfod pvaeaaaaCal 7 ❑ 1,7metHdsfemlryomare�rQaa opdihrfaapms9adyfiM (fie fee y"4 that yam fb ee &V&W norgi ted - 11rib IM awraprWs lift a awily Slot were= Om7W 6'dms daS�tiee da�fis.ardsyp qi lfta baemms I ahwaaaip) ttwosaiiar�perammtdn wftmmr0a'Ea rdarE®®s"bbasNP ttaffe TW seder Ihva 2 iotSdep �a A % C asd be a for essfi affiar � ateaet !re @v is ar eapinymat ar amebieist$ >a fey fiemae [76IDt(tak Iasi[ Gaeesewe Cad*. Miam addaoat p� to oft Face W a seaway. A Is ie beal gomawntaQieeraamed is sad6m wadsBpafbey to remle tasatlh isssaq atlfeftuntoresioeN imaa. tiara 8M tiw arfie Yes M B. tsfietler@me a66eybreeMmfmdie iaarw, aIDetbm feesb®d.Ylmas_5amvat flm daertim Or do bed, ogee oarad in fhb sacbm Alta tm tmbta itfaollm b not readead bmn tfe fmi ❑ "a Q ft ma ON at aapl4ad by a aatomdm WORM' oaf vim lmpad b atade am tom[ po.enmet sexes as ao aSrre or dtelma a ham an aeaest�p of 10 peead ar am? Yb no D. each saplgmmrd a busrmss ob dm toed poramm ii aM aarmd it *M setlwra SOMOcr perm aft baba/fa tm geosaoate*edit DiO[ City of La Porte 2012 City Wide Sidewalk Sealed Bid #12027 BAIA NTERESTB, INC. 943 ChDXDK4:ln P1009 Houston, Texas 77094 281-578-1391 Replacement Project Typical Projects Completed As Follows-- 1. Bridgeland Community Sidewalk Construction Project (2 miles of concrete sidewalks with ADA inspection) The Howard Hughes Corporation Mr. Don Smith (current contact/developer) 0-281-213-9600 2. Royal Oaks Community Sidewalks & Roadway. Repairs (Numerous random sidewalk, roadway, curb repairs and utility modifications) Royal Oaks Residential Commounity Owners Association Mr. Nathan Mitchell (property manager) 0-713-600-3450 3. Nottingham Country Community Alleyways Repair Project (Removal/replacement of random failed community driveway section and modifications) Mr. Matt Landry (former board member) Nottingham Country Civic Improvement Association, Inc. C-281-685-0713 Hill 4. Centex Homes, KimballAHomes, Lennar Homes Construction Projects (Various concrete related projects including Amenity Park sidewalk construction, utility modifications, construction of sidewalk along 105 residences, etc.) Mr. Brian Smith (former developer) Current owner SmithCo Consulting & Management) 0-281-717-4610 5. Brighton Homes, Lennar Homes Construction Projects (Numerous concrete, construction, demolition related projects) Brighton Homes Mr. Tim -Early 0-713-460-6286 Sumnerwood Sidewalk Repair Project (Removal/replacement of failed sidewalk sections around amenity lake) Summerwood Civic Improvement Association WA INTERESTS, INC. 943 Chinquapin Place Houston, Texas 77094 281-578-1391 City of la Porte 2012 City Wide Sidewalk Replacement Project Sealed Bid #12027 In accordance With Article 12 of Instruction To Bidders (section 00200), please be advised that Baja Interests, Inc. is a real estate services company and performs diversified services for various clients. Baja Interests, Inc. was incorporated 25 years ago and is a general contractor. Baja Interests, Inc. has worked with Slab-Cor Construction of Houston, Tx. during this period on the vast majority of concrete related projects. Slab-Cor Construction is owned/operated by Mr. Frank Cortez who has over 30 years of experience in the concrete business. Work on this project will be performed exclusively with Slab-Cor Construction. Baja Interests, Inc. will coordinate the operations. As such, Baja Interests, Inc. respectfully requests the City of La Porte consent this working arrangement whereby Slab-Cor utilizes it's forces in excess of the 50% requirement noted under Article 12.2................... �Q- CERTIFICATE OF -LIABILITY INSURANCE I ��� PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION First 1°exas Agency .ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE g }' HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 8313 Long Point ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Houston, TX 77055 713-468-7073 INSURERS AFFORDING COVERAGE NAIC# INSURED Cesar Amador INSURER& Alterra Exceae a Surplus Ins CO 33189 DBA Ranger Constructions INSURER PrOgreaoiva County Mutual Ina CO 29203 2114 9th at INSURERc: Markel Insurance Co=any 10925 Galena Park, TX 77547 1 INSURER D: INSURER IMaIJAIIAOyl 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTII Naas POLICY NUMBE0. P LICY EFFECT DATEMr Dfrn POLICYEXPIRATION DATE(MIWDD(YYILIMITS A GENERAL LIABILITY x COMMERCW. GENERAL LV1BILfTY CLAIMSMADE a OCCUR I GCAIV 4/14/11 4/14/12 EACH OCCURRENCE $ 11000, 000 PREMISES 6oav�nu S 100 000 MEDEXP(My"P .) 3 rj 000 PERSONAL aAOVINJURY i 1,000,000 GENERAL AGGREGATE 7 2,000,000 GENL AGGREGATE UNIT APPLIES PER POLICY 7PRO- LOC JECT PRODUCTS - CONPIOP AGO i 1,000, 000 B AUTOMOBILELIABILITY ANYAUiO &CLOWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NONOWNEDAUTOS 06666790-1 11/18/10 11/18/12 COMBINED SINGLE LIAR (Es erdeYll) S 11000,000 BODILYINJURY (Fa PNLul) S x BOOILYINJURY (Pe,ccldpe) S PROPERTY DAMAGE (PxwdeMX) S GARAGE LIABILITY ANYAUTO AUTOONLY-EAACCIOENT S OTHERTIMN EAACC AUTOONLY: AGG 1 S S EXCESSA/MBRELLA LIABILITY OCCUR CU SMADE DEOUCTIBLE RETENTION i EACH OCCURRENCE S AGGREGATE i i $ S C WORKERSCOMPENSATIONAND EMPLOYERS UASILUY Any PRGPRIT`Mr,RTNERIpEGulrv[ of '-''- °`OL10FOf ry�aa MsrAlbeurlae, SMIA1.PROVISIONSEe MWC0027819-01 03/17/12 03/17/13 X A ITS E.L. EACH ACCIDENT S 1,000,000 EL DISEASE - EA ENtPLOYEI i 1,000,000 EL DISEASE. POLICY LIMB S 1,000,000 OTHER DESCRIPTION OF OPERATIONS /LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS City of LaPorte is named as additional insured on commercial general liability as respects a contract. Waiver of subrogation in favor of City Of LaPorte. City of LaPorte 604 W Fairmont LaPorte, TX 77571 ACORD2S(2001/08) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIATION DATE THEREOF, THE ISSUING INSURER WRL ENDEAVOR TO MAIL 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOER AM ER NED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE I;ONOBLIGATION OR LIl 0.ITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Bond No. 61388064 BID BOND (a PO � (Percentage) UU�-"" KNOW ALL PERSONS BY THESE PRESENTS, That we Cesar Amador dba Ranger Constructions of 2114 9th St., Galena Park, TX 77547 , hereinafter referred to as the Principal, and WESTERN SURETY COMPANY as Surety, are held and firmly bound unto City of City Of LaPorte M hereinafter referred to as the Obligee, in the amount of Five Percent of the Amount Bid ( 59 ), for the payment of which we bind ourselves, our legal representatives, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has submitted or is about to submit a proposal to Obligee on a contract for La Porte Citywide Replacement Proiect NOW, THEREFORE, if the said contract be awarded to Principal and Principal shall, within such time as may be specified, enter into the contract in writing and give such bond or bonds as may be specified in the bidding or contract documents with surety acceptable to Obligee; or if Principal shall fail to do so, pay to Obligee the damages which Obligee may suffer by reason of such failure not exceeding the penalty of this bond, then this obligation shall be void; otherwise to remain in full force and effect. SIGNED, SEALED AND DATED this 19th day of June 2012 Principal Cesar Amador dba Ranger Constructions BY: al, .1— Surety WESTERN SURETY COMPANY BY: Cca Brian e9 t Ferguson, Attorney -in -Fact Fw F4585-8-2001 Western Surety Company POWER OF ATTORNEY - CERTIFIED COPY Bond Ne. 61388064 Know All Men By These Presents, that WESTERN SURETY COMPANY, a corporation duly organized and existing under the laws of the State of South Dakota, and having its principal office in Sioux Falls, South Dakota (the "Company"), does by these presents make, constitute and appoint Brian Kent Ferguson its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred, to execute, acknowledge and deliver for and on its behalf as Surety, bonds for: Principal: Cesar Amador dba Ranger Constructions Obligee: City of City Of LaPorte Amount: $500,000.00 and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the Senior Vice President, sealed with the corporate seal of. the Company and duly attested by its Secretary, hereby ratifying and confirming, all that. the said attorney(s)-in-fact may do within the above stated limitations. Said appointment is made under and by authority of the following bylaw of Western Surety Company which remains in full force and effect. "Section 7. All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." All authority hereby conferred shall expire and terminate, without notice, unless used before midnight of September 17 th 2012 , but until such time shall be irrevocable and in full force and effect. In Witness Whereof, Western Surety Company has caused these present" to be signed by its Senior Vice President, Paul T. Bruflat, an��2.rporate seal to be affixed this 19t h day of June 2012 4 rAHA as WES S.UR Y COMPANY Paul T. Brufl , Senior Vice President On this 19th day of June , in the year 2012 , before me, a notary public, personally appeared Paul T. Bruflat, who being to me duly sworn, acknowledged that he signed the above Power of Attorney as the aforesaid officer of WESTERN SURETY COMPANY and acknowledged said instrument to be the voluntary act and deed of aid corporation. \\\rr\MrrKREL r\rrrrrr + '+ D. KRELL ��L NOTARY PUBLIC s L R' SOUTH DAKOTA�S Notary Public -South Dakota ♦rrrrrrrrrrrrrrrrrrrrrrr� My Commission Expires November 30, 2012 I the undersigned officer of Western Surety Company, a stock corporation of the State of South Dakota, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable, and furthermore, that Section 7 of the bylaws of the Company as set forth in the Power of Attorney is now in force. In testimony whereof, I have hereunto set my hand and seal of Western Surety Company this 19tri day of e Jun2012 W E S R SURE Y COMPANY Form F5306-9-2006 Paul T. Bruflof Senior Vice President ACKNOWLEDGMENT OF SURETY STATE OF Tex S ss (Attorney -in -Fact) Bond No. 61388064 COUNTY OF It ✓ri 5 f ate. I Z before me, a notary On this day of Z o public in and for said County, personally appeared Brian Kent Ferguson to me personally known and being by me duly sworn, did say, that he is the Attorney -in -Fact of WESTERN SURETY COMPANY, a corporation of Sioux Falls, South Dakota, created, organized and existing under and by virtue of the laws of the State of South Dakota, that the said instrument was executed on behalf of the said corporation by authority of its Board of Directors and that the said Brian Kent Ferguson acknowledges said instrument to be the free act and deed of said corporation and that he has authority to sign said instrument without affixing the corporate seal of said corporation. IN WIT SSI jE WU� !OF, I�� ergunto s ed my name and affixed my official seal at (_}p,�S-�'U- a-b , the day and year last above written. My commission expires Forth 10e-4-2000 State of Texas Claim Notice Endorsement To be attached to and form a part of Bond No. 61388064 In accordance with Section 2253.021(f) of the Texas Government Code and Section 53.202(6) of the Texas Property Code any notice of claim to the named surety under this bond(s) should be sent to: CNA Surety 333 South Wabash Chicago, IL 60604 Telephone: (312) 822-5000 Form F6944 REFERENCES 2114 9'" ST Galena Park, Texas 77547 Phone: (281-779-0838 rangerconstructions@Gmail.com • City Of Beaumont, Texas P.O. Box 3827 Beaumont, Texas 77704 Ed Long (409)962-0263 (409)782-1469 • City Of Victoria, Texas GG�CGQ� P.O. Box 1758 NJr ! Victoria, Texas 77902 `� Iled/ Q �C eZo)ee Kent E. Gill 0 (361)485-3340 • Traf-Tex Inc. 8420 Hansen Road Houston, Texas 77075 Fernando Dominguez (713)539-5550 (713)643-5522 SOUTH RANGER COSTRUCTIONS 2114 9T" ST Galena Park, Texas 77547 Phone: (281-779-0838 Srangerconstructions@Gmail.com RANGER CONSTRUCTIONS was founded November, 18 2008. As sole proprietor its founder Cesar Amador is a retired Army Ranger Previous and after He volunteers to go overseas with Army Ranger for two more year after 9/11/2001 He got an extended construction experience as Project Manager local and overseas. RANGER CONTRUCTIONS is a progressive contractor serves as its general and sub -contractor with Commercial companies, Government agencies such a City, County and TXdot, utilizing a combination of its own highly -capable craftsmen and outside sub -contractors as required. We have the experience and capabilities to handle any construction project from start to finish. Ranger Constructions Worked on various TXdot projects as subcontractor for Traf-Tex Inc. the projects were for district 12 in Houston, Including 5 different counties, Main items included in these projects, Traffic control, Remove and Install left turn lanes, Full deep concrete repair, Removing concrete mediums, Removing concrete curb, Removing concrete riprap, Removing concrete misc. Removing concrete sidewalks and wheelchair ramps, Road way excavation, Preparing row, flex base, Concrete stabilized base, pour 7" to 12" Reinforced concrete Paving Concrete, directional islands and Center mediums, Install color concrete and landscape Pavers riprap. Install various type of concrete curbs, Curb and gutter, Sidewalks, Construct various type of wheelchair curb ramps for traffic signals. Highly experienced on ADA standards. These projects were done all around Houston, for various counties. Harris County, Fortbend County, Galveston County, Montgomery, County and Brazoria County. Ranger Constructions has the experience to work as general contractor with different Cities projects Biking and walking trails, construct new concrete sidewalks, Citywide Sidewalk ,wheelchair curb Ramps and driveways Improvement Project to meet ADA standards, Full deep concrete paving repairs, asphalt pothole repair, concrete and landscape riprap, brake out and repair curbs, sidewalk, driveway and Curb and gutter. Thanks to the experience Ranger Construction has been acquired on government projects the company is gaining a good reputation no only as subcontractor but also as a general contractor. SOUTH RANGER COSTRUCTIONS 2114 91" ST Galena Park, Texas 77547 Phone: (281-779-0838 Srangerconstructions@Gmail.com SAMPLE OF COMPLETE JOBS Kingsland Blvd. At Cresent Green Dr. Owner: TX DOT/Harris County, Texas Contract: $ 45,455.00 Subcontractor work. Scope: Install temporary traffic control, Saw cut remove and disposal of curb and concrete media, Road excavation to remove and extend cement stabilized 6" base, reduce median nose, pour 10" reinforce concrete paving to extend pedestrian street crosswalk, Install concrete curb TY I, Pour color concrete media nose riprap, Remove and upgrade sidewalks, and curb ramps (TY 9) to meet current ADA standards, Adjust water valve box to grade, fix embankment. West little York Rd. At Yorkshire wood Dr. Contract: $ 42,146.00 Owner: TX DOT/Harris County, Texas Subcontractor work. Scope:: Install temporary traffic control, Saw cut remove and disposal of curb and concrete media, Road excavation to remove and extend cement stabilized 6" base, Extend left turn lane, reduce median nose, pour 10" reinforce concrete paving to extend pedestrian street crosswalk, Install concrete curb TY IPour 6" concrete texture color concrete media nose riprap, Remove and upgrade sidewalks and curb ramps (TY 9) to meet current ADA standards, fix embankment. Franz road At Raintree village Dr. Contract: $ 36,984.00 Owner: TX DOT/Harris County, Texas Subcontractor work. Scope: Install temporary traffic control, Saw cut remove and disposal of curb and concrete media, Road excavation to remove and extend cement stabilized 6" base, Extend left turn lane reduce median nose, pour 10" reinforce concrete paving to extend pedestrian street crosswalk, Install concrete curb TY I, Pour color concrete media nose riprap, Remove and upgrade sidewalks and curb ramps (TY 3) (TY7) (TY 9) to meet current ADA standards, fix embankment. SOUTH RANGER COSTRUCTIONS 2114 9T" ST Galena Park, Texas 77547 Phone: (281-779-0838 Srangerconstructions@Gmail.com Sprott: Park Walking Trail. Contract: $ 96,310.00 Owner: City of Beaumont, Texas Scope: Construction of a walking trail at Sprott park. Furnish, Install, Maintain and remove all items required by the storm water pollution prevention plan. Install, Maintain and remove temporary safety fence as need. Demolish remove and dispose of existing asphalt walking trail. Install 4" thick reinforce concrete sidewalk. Install 6" thick reinforced concrete Drive ways. Install Non -slip diamond plate sidewalk scuppers. Install Type III barricade 30' wide. Construct swale ditches and final site grading. Permanent seeding. Siena Pkwy At Hwy 6 Owner: City Of Missouri City, Texas Contract: $ 27,320.00 Scope: Construct concrete mediums, Install custom concrete pavers riprap, Install slotted (TYI) mono concrete curb, Install concrete curb ramps (TY 7) (mod), regrade embankment and install sod. Wallisville Rd. At Evanston St. Contract: $29,221.00 Owner: TX DOT, Harris County, Texas Scope: Modified intersection, Install temporary traffic control, Saw cut remove and disposal of curb and concrete media, Road excavation to remove and extend cement stabilized 6" base, Extend left turn lanes reduce median nose, pour 10" reinforce concrete paving to extend pedestrian street crosswalk, Install concrete curb TY I Pour 6" concrete texture color concrete media nose riprap, Remove and upgrade sidewalks and curb ramps (TY 7) and (TY 7)(mod) to meet current ADA standards, regrade embankment and install sod. CHANGE ORDER PROJECT: 2012 La Porte City Wide Sidewalk Replacement OWNER: City of La Porte 604 W. Fairmont Parkway La Porte, Texas 77571 CONTRACTOR: Ranger Constructions. 21149. St Galena Park, Texas 77547 CONTRACT FOR: Sidewalk Construction You are hereby directed to make the following changes in the Contract Documents: Description: Revised Sidewalk Replacement Target Areas Purpose of Change Order: No. I DATE OF ISSUANCE: 8/27/12 OWNER'S Bid NO. 12027 Some areas previously identified for replacement no longer qualify due to earth movement, thus other areas were identified in equal quantity. Attachments: (List documents supporting change) Revised target areas dated 8/2/12 CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIME: _ Original Contract Price Original Contract Time $90,172.16 90 days Previous Change Orders Net Change from Previous Change Orders $-0- -0- Contract Price prior to this Change Order Contract Time prior to the Change Order $90,172.16 90 days Net Increase (Decrease) of this Change Order Net Increase (Decrease) of this Change Order $0 0 days Contract Price with all Approved Change Orders Contract Time with all Approved Change Orders $90,172.16 90 days RECOMMENDED: Engineer rip 'MWWA APPROVED: B Contractor 2012 SIDEWALK REPLACEMENT PROJECT PG# 1 TARGET AREAS 8/2/2012 ADDRESS REM. PLACE WCR MH ADJ GV ADJ. SCUT SUB -DIVISIONS COMMENTS (SQFT) (SQFT) (EACH) (EACH) (EACH) (LF) 4914 Parkcrest 29.2 29.2 Glen Meadows 4918 Parkcrest 56.0 56.0 Glen Meadows 4922 Parkcrest 16.0 16.0 4.0 Glen Meadows SAW -CUT @ DRWY. 4930 Parkcrest 16.0 16.0 4.0 Glen Meadows SAW -CUT @ DRWY. 5006 Parkcrest 16.0 16.0 4.0 Glen Meadows SAW -CUT @ DRWY. 5010 Parkcrest 44.01 44.0 1 1 Glen Meadows BOTH SIDES OF DRWY. 5017 Parkcrest 20.0 20.0 Glen Meadows 0 DRWY. 5018 Parkcrest 16.0 16.0 4.0 Glen Meadows SAW -CUT @ DRWY. 5022 Parkcrest 20.0 20.0 Glen Meadows @ DRWY. 5026 Parkcrest 16.0 16.0 4.0 Glen Meadows SAW -CUT @ DRWY. 5029 Parkcrest 16.0 16.0 4.0 Glen Meadows SAW -CUT @ DRWY. 5033 Parkcrest 209.4 178.0 1 Glen Meadows ON GLEN MEADOWS -NO MH ADJ 5034 Parkcrest 258.0 229.2 1 1 Glen Meadows ON GLEN MEADOWS -MH ADJ 5101 Parkcrest 181.6 155.2 1 Glen Meadows NO MH ADJ 5106-5118 Parkcrest 521.2 521.2 16.0 Glen Meadows THRU DRWY. @ 5110 5122 Parkcrest 46.0 46.0 4.0 Glen Meadows 5202 Parkcrest 96.0 96.0 4.0 Glen Meadows 5214 Parkcrest 136.0 136.0 4.0 Glen Meadows 5217 Parkcrest 27.6 27.6 Glen Meadows 5225 Parkcrest 144.0 144.0 Glen Meadows ON VALLEYBROOK 4909 Creekview 61.2 61.2 Glen Meadows 4934-5002 Creekview, 68.0 68.0 7.0 Glen Meadows S-CUT WLKWYS BACK AS PAINTED 5006 Creekview 16.0 16.0 4.01 Glen Meadows S-CUT @ DRWY. 5021 Creekview, 24.0 24.0 Glen Meadows 5206 Creekview, 16.0 16.0 4.0 Glen Meadows REMOVE BROKEN CONC. FROM DRWY. 5205-5213 Creekview 342.0 342.0 Glen Meadows 5214 Creekview 54.0 54.0 8.0 Glen Meadows SAW -CUT @ DRWY. - 4901 Meadowcrest ON FARRINGTON 70.0 70.0 12.0 Glen Meadows SLUT BOTH SIDES DRWY. ON FARRINGTON 5013 Meadowcrest 57.2 57.2 8.0 Glen Meadows S-CUT BOTH SIDES DRWY. 5025 Meadowcrest 24.0 24.0 Glen Meadows DRWY. 5021 Meadowcrest 56.0 56.0 Glen Meadows 5202 Meadowcrest 32.0 32.0 8.0 Glen Meadows S-CUT BOTH SIDES DRWY. 5205-5209 Meadowcrest 132.0 132.0 Glen Meadows 5117 Ridgecrest 38.01 38.01 1 1 1 1 Glen Meadows 2012 SIDEWALK REPLACEMENT PROJECT PG# 2 TARGET AREAS 8/2/2012 ADDRESS REM. PLACE WCR MH ADJ GV ADJ. S-CUT SUB -DIVISIONS COMMENTS (SQFT) (SQFT) (EACH) (EACH) (EACH) (LF) 5229 Rid ecrest 28.0 28.0 Glen Meadows 5033 Glenvalley 20.0 20.0 Glen Meadows 5034 Glenvalley 22.0 22.0 Glen Meadows 10843 Mesquite 32.0 32.0 F'mnt East @ DRWY. 10910 Mesquite 16.0 16.0 4.0 F'mnt East 10912 Mesquite 16.01 16.0 4.0 F'mnt East 10924 Mesquite 16.0 16.0 4.0 F'mnt East 10921 Collingswood 32.0 32.0 8.0 F'mnt East 10922 - 10918 Collingswood 150.4 150.4 F'mnt East 10926 - 10928 Collingswood 46.0 46.0 4.0 F'mnt East 10927 Collingswood 48.0 48.0 4.0 F'mnt East SAW -CUT 0 DRWY. 10932 Collingswood 44.0 44.0 4.0 F'mnt East 10943 Collingswood 31.6 31.6 F'mnt East 11001 Collingswood 94.8 94.8 1 F'mnt East GV ADJ @ COR. OF DRIFTWOOD 10835 Mulberry 16.0 16.0 4.0 F'mnt East @ DRWY. 10828 Mulberry 16.0 16.0 4.0 F'mnt East DRWY. TO DRWY. 10817 - 10820 Mulberry 32.0 32.0 F'mnt East 10935 Pinewood Ct. 16.0 16.0 F'mnt East @ DRWY. 10931 Pinewood Ct. 16.0 16.0 F'mnt East @ DRWY. 3825 Pecan Circle Ct 70.8 70.8 F'mnt East S/W thru D Raul Lopez 713-408-6167 10819 Pecan Drive 16.0 16.0 4.0 F'mnt East 10822-10824 Spruce South 78.8 78.8 F'mnt East 10943 Spruce North 66.01 66.0 F'mnt East 10846 Dogwood 5.0 5.0 F'mnt East repair 6 LF of curb 3809 Oak Wilde Circle 105.6 105.6 F'mnt East 10442 Catlett 432.8 397.8 1 8.0 F'mnt Central 10439 Catlett 310.2 275.2 1 1 F'mnt Central 10403 Carlow 634.0 610.0 1 F'mnt Central 10431 Carlow 120.0 120.0 1 F'mnt Central 3431 Roseberry 30.0 30.0 4.0 F'mnt West SAW -CUT @ DRWY. 10126 Windino Trail 144.8 144.8 1 F'mnt West 10127 -10119 Winding Trail (10130 Carlow) 1,475.6 1,398.4 2 F'mnt West 2 WCRs "B" SEE PAINTED AREA 10115 Quiet Hill (Drwy. To D 228.0 228.0 F'mnt West S.W. Cor. Carlow 8 Cedannont 57.2 57.2 F'mnt West 1 314 Josh Way 108.4 108.4 1 S en cer Landing 110 - 114 Spencer Landing West 80.0 80.0 Spencer Landing @ BOTH DRWYS. 2012 SIDEWALK REPLACEMENT PROJECT PG# 3 TARGET AREAS 8/2/2012 ADDRESS REM. PLACE WCR MH ADJ. GV ADJ. SCUT SUB -DIVISIONS COMMENTS (SQFT) (SQFT) (EACH) (EACH) (EACH) (LF) 10501 Spencer LandingEntrance 152.0 152.0 S encer LandingENTRANCE TO SUB-DIV. 409 W. Fairmont Pk (O'ReillyAuto Parts) 0.0 59.6 T-O-LP AT S.E. COR. 4TH & FAIRMONT 800 Blk. Post Office Center in front 126.8 126.8 T-O-LP "S" CURVE AT CENTER - POST OFFICE 800 Blk. Post Office At 8th St. 34.0 0.0 1 T-O-LP S.E. COR. 8TH & F'MNT - POST OFFICE 1026 W. Fairmont Pk Blondie's 40.0 0.0 1 T-O-LP N.W. COR. 8TH & FAIRMONT PKWY. S.W. Cor. LCB & W. Fairmont P 0.0 88.0 T-O-LP AT BRIDGE TO HIKE & BIKE 1105 S. Broadway On E. Fairmont P 36.01 1 4.0 T-O-LP W. OF TEXAS, BEHIND JACK'S 1009 Canyon Springs 61.61 61.6 Creekmont 1126 Canyon Springs 48.0 4.0 1 Creekmont 1137 Canyon Springs 106.4 106.4 1 Creekmont 1201 Canyon Springs 87.2 87.2 Creekmont 1018 River Creek 118.3 70.0 1 Creekmont 9320 - 9321 Mohawk 58.8 58.8 Pecan Crossing DRWY. TO DRWY. 9309 Mohawk 34.4 34.4 1 Pecan Crossing 9304 Mohawk 20.0 20.0 Pecan Crossing DRWY. 9301 Mohawk 74.8 74.8 Pecan Crossing DRWY. 9300 - 9228 Mohawk 203.6 203.6 Pecan Crossing DRWY. & DRWY. TO DRWY. + PANEL 9229 Mohawk 118.4 118.4 Pecan Crossing DRWY. 9209 Mohawk ON STUART 409.6 409.6 Pecan Crossing ON STUART ST. 3806 - 3818 Stuart 426.0 426.0 Pecan Crossing BTWN ALL DRWYS. 9208 Mahan ON STUART 121.6 121.6 Pecan Crossing ON STUART ST. 9201 Barton 24.8 24.8 Pecan Crossing DRWY. 9217 Mahan 272.0 272.0 Pecan Crossing BTWN BOTH DRWYS. 9614 Rustic Gate 16.0 16.0 4.0 Pecan Landing 910 Hackberry 114.4 114.4 Shady Rivers 3324 Somerton 1400.0 Brook Glen At City Park 3307 Somerton 1 700.0 Brook Glen On west side of the street vacant lot 3230 Somerton 80.0 Brook Glen Contact:Brian Stevens 281-736-8290 City of La Porte Planning Department Contract Routing CLP Project No. Bid # 12027 Project Name 2012 La Porte City Wide Sidewalk Replacement Type of Contract Construction Date approved by City Council July 9, 2012 Funded by Fund 15 015-9892-709-1100 Account No. 015-9892-927-1100 Estimated Total Cost $90,172 Contract Managed by Planning Approved as to form by City Attorney Executed by City Manager Attested by City Secretary Message After executing please return to Reagan for routing. Thanks Distribution of Originals 1. City Secretary (1 copy) 2. Contractor (2 copies) 3. Project Manager (1 copy) 4. File (1 copy) CITY OF LA PORTE PLANNING DEPARTMENT 604 W. Fairmont Parkway, La Porte, TX 77571 www.laportetx.aov Phone: (281)471-5020IFax (281)470.5005 August 27, 2012 Ranger Constructions 2114 9`h St Galena Park, Texas 77547 RE: NOTICE TO PROCEED 2012 City Wide Sidewalk Replacement Project Bid # 12027 Dear Mr. Amador, You are hereby notified to proceed with the above referenced contract on or before September 17, 2011, and shall be fully complete within 90 calendar days. Reagan McPhail, CIP Coordinator CITY OF LA PORTE BUDGET ADJUSTMENT FORM 2012 Sidewalk Re Iacement and Infill Proct whole numbers only ACCOUNT PROJECT EXPLANATION AMOUNT OF NUMBER NUMBER OF TRANSFER INCREASE DECREASE FROM: TO: 01598929271100 927 Construction account 49,248 01598929276160 927 49,248 FROM: TO: 01598927091100 709 construction account" 60,925 01598927095160 709 50,925 FROM: TO: FROM: TO: FROM: TO: FROM: TO: FROM: TO: FROM: TO: FROM: TO: FROM: TO: FROM: TO: FROM: TO: FROM: TO: FROM: TO: FROM: TO: 100,173 100,173 DEPARTMENTAL APPROVAL: AL6�& FINANCE APPROVAL: DATE: i�13�Z REVISED 8/24/98 CHECKLIST FOR REVIEWING CONTRACT DOCUMENTS Construction Contract City �wc-L�.r�T vc tkj�sc (A,w� dt. A I blanks must bd filled in, except for the signatures Ag-t- -�/�of the Mayor, City Secretary and City Attorney. 5 L� 2. The numerical figure representing the amount of the Contract must agree with the amount that is listedC�t� c4�74 words. 3. On the signature page: (a) Name of corporation must be listed exactly /� as it was listed on the first page of the Contract (b) Have the President or Vice -President of the Corporation sign the Contract. An authorized person must sign the bond. 44.- (c) Use corporate seal, "None" underneath Seal". Performance and Payment Bond if any. Otherwise write the words "Corporate 4. The name of the company, the Principal, must be li ted as it was on the Contract. 5 The name of the surety on the bond must appear Sreo i^f &.05the same throughout. 6. The amount of the bond must be the same amount 1jj., listed on the Contract. The first date to be filled in on page one on the bond must be the same date as the date of the Contract. The date the bond is signed cannot be prior to the date of the Contract, i.e. the date the bond is signed must be the same or a later date. CFA F,j,"vjT_4 8. The items listed as work to be done must exactly match the improvements listed on page one of 1'� SZLt~i the construction contract. 9. On the bond: (a) The date that the Principal(s) and surety(s) sign cannot precede the date the Contract(j�y, was "made and entered into". 11/l/y City (b) Name of corporation must be listed exactly as it was listed on the Contract. (c) Have the President or Vice -President of the Corporation sign the Contract. An authorized L � person must sign the bond. (d) Type the name of the officer signing. � (e) The Agent for Service should be located in the same county as the municipality. The agent may be either a person or business. (f) Surety's seal (which is the seal of the bond company) must appear under the surety's have v signature. All corporate sureties seals. (g) Make sure the seal is the bond company's seal, not a notary's seal. The seal may be a facsimile seal, unless the instrument states otherwise. (h) The writing on the surety's seal must be legible. (` Power of Attomey (The corporation will provide these forms, which are not standard.) 10. Is the person who signed as the surety on the Performance and Payment Bond listed on the Power of Attorney as an Attorney -in Fact? 11. The corporation's seal should be stamped on the Power of Attorney. A facsimile seal (a preprinted seal) is acceptable unless the Power of Attorney states it is not acceptable. 12. Check Notary's signature and seal. Are they legible? Is it the proper seal, i.e., a notary's seal, not the insurance company's seal? Was the notary's commission valid when signed? (Read the document to see if it states that the seal of a notary must appear.) The date that the Corporate Officer (usually Vice - President) signs the document should be the same date as the date the Performance and Payment Bond was signed. GAL �b pR b5 Cle f-'D .N 04,V (Z/&t,/T- 047C City Dept. 14. If the Power of Attorney is a copy, as opposed to an original, there must be a statement on the Power of Attorney that this document is a true and correct copy of the Power of Attorney and that it has not been revoked. Alternatively, it can state that the Power of Attorney is in full force and effect. Insurance Coverage 15. Insert the attached page in each set of documents. �t 16. Have the insurance coverage approved. 17. The corporation must furnish either a copy of their original Certificate of Insurance or their insurance policy. AGAN'. 18. Insurance requirements: R ppT� (a) The insurance coverage must meet the i �p1 pOGI ��Ef minimum amount required by the Contract. ��� Ssr�E P per The City should be named as an additional pF To G��R j5 insured. l./ �I N I �yP L9N p/T/O IV 0tAEr N P ji0«n L 11\J S i G (c) ME (e) There should be a provision for 30 days advance written notice of cancellation or material change. Include a waiver of subrogation in favor of city. Certificate of insurance or copy of policy. The Contractor shall provide either a copy of an approved certificate of insurance or a copy of the insurance policy or policies which comply with the insurance provision of the Contract for insertion into the Contract. Miscellaneous Make sure each item listed in the Table of Contents is in the Contract and that each item is on the page(s) designated in the Table of Contents. I *Z— 0 //: May 30 12 I i 6-42p IDEAL Contracting Service ,; 2814700539 I p.2 ,r® k-11 CITY OF LA PORTE QUOTEFORM I City of La Porte is requesting quotes on the Bay Forest Golf Course @ 201 Bay Forest e Cart Path Improvements. Any exceptions to the following specifications must be d in detail. Be sure to include all charges, including freight, handling, delivery, and any r fees. Quote must be returned on this form. Prices shall be firm for a minimum of thirty Bid ,Meeting is scheduled for May 25 ® 10am at the Golf Course Clubhouse. quotes to the Planning Department fax number f `more information is needed, please contact Richard Spicer at 281- sprcen4pi.la-porte.tx.us V I UNIT SPECIFICATIONS EST. QTY PRICE ,Complete and in place ; � 1 State de Vendor See Attached Bid Schedule e-mail, by f4 or e-mail:. :XTENDED 'RICE ' oO Total $ livery aao if estimated, state "not to exceed" prlce) y additional fees or charges: You may use another sheet, if necessary. 3ST $ —� (price shall be firm and may not be exceided) i L.f[cxaML I ! ;ery time ARO (after receipt of order) ays Pione�#`' mContact i � ilk � Slgnati re I' if 1 i •I i 28/ 470-05-9f e,05-�o. 2s19zX-4149 e: a �y Pik i 2012 CART PATH REPLACEMENT PROJECT AT BAY FOREST -GOLF COURSE^- `-- - - PG# 1: - -TARGET AREAS- -- --1 6/1412012 -ADDR588 ---- (SQFT) (SQFT) (EACH) MH ADJ (EACH) GV ADJ. (EACH) (LF) SIO S - - - - - - -- -- -' -- FAIRWAY #1 84.0 84.0 12.0 BAY FOREST G.C. S-CUTOTH E DS/REM& REPLACE FAIRWAY #1 108.0 108.0 - 12.0 BAY FO RBY G.C. SCUT BOTH ENDS/REM& REPLACE FAIRWAY #2 8.0 8.0 BAY FOREST G.C. REM & REPLACE PATCH FAIRWAY #2 8.0 8.0 BAY FOREST G.C. REM & REPLACE PATCH FAIRWAY #2 540.0 540.0 12.0 BAY FOREST G.C. SCUT BOTH ENDS/REM& REPLACE FAIRWAY #9 240.0 240.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #10 B0.0 60.0 1 1 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY#11 900.0 900.0 1 12.01 BAY FOREST G.C. SCUT BOTH ENDS/REM& REPLACE FAIRWAY #12 270.01 270.0 12.0 BAY FOREST G.C. SCUT BOTH ENDS/REM& REPLACE FAIRWAY #14 660.0 060.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE NEW RESTROOM PARKING & SIDEWAL 0.0 150.0 1 BAY FOREST G.C. PLACE PARKING SPOT AND SIDEWALK Item No. Description of Item with Unit Bid Price In Written Words Unit Approx. Unit Quantity Amount yotal Price 1.0 Cwt Path Removal & Disposal / ou/Z L/o wk25 //S SF Per Square Foot 2,878.0 O0 4 OD L'/Z 2.0 Cart Path Placement /�1ELuG -Zio4M25 / /lI0 69ci5 SF For Square Foot 3,028.0 4?? !o 3.0 Saw Cut 4" Concrete h �W4{lrj A%p �cTS LF Per Unear Foot 96.0 7 7- -- "' - TOTAL BIDS >� O- - - --------- - - �z JLIN-4-2012 04:40 FROM: T0:2B1470SW5 P.1 w +i tl B CITY OF LA PORTE �i QUOTEFORM I C I I, f� Th City of La Porte is requesting quotes on the Bay Forest Golf Course @ 201 Bay Forest Dve -I Cart Path Improvements. Any exceptions to the following specifications must be rioted in detail. Be sure to include all charges, including freight, handling, delivery, and any s other fees[ Quote must be returned on this form. Prices shall be firm for a minimum of thirty !' (30) days.] Pr� Bid Meeting is scheduled for May 25 @ 10am at the Golf Course Clubhouse. i a Please fax your quotes to the Planning Department, fax number 281.470-5005 or 6-mail, by June 2.2012. I j If. more information is needed, please contact Richard Spicer at 281-470-5174 or e-mail: spicerr@ci.la-porte.tx.us UNIT EXTENDED S, IECIFICATIONS EST. QTY PRICE PRICE ' j C)mplete'and in place i 0 rt path Improvements See Attached Bid Schedule I j" L ,atip, !I! I Total f Ir !ghUDelivery $ — (if estimated, state "not to exceed" price) Itl IF i rly additional fees or charges: You may use another sheet, if necessary. I I TAL COST $ LJ , a°J . &V (price shall be fine and may not be exceeded) II t State delivery time ARO (after receipt of order) S days ! to VendorName: R Z I e- Remo ����Cct ? I n1 Pone #: Q O 1 — 7 %0 661� I,I I I C ntact me: C,Ll z z /) oMANe'z-l. , Sf nature i � 'I A0t2-CXMT---PA-T EGT-:A-T-BAY-FOREET-ZOTCOI RS ru TARGET AREAS 1 5/1412012- -ADDFtESS------ REM- (SQFT) PLACE (SQFT) I.WCR- I(EACH) UH-ADJ,GV.ADJ. EACH EACH S-CUT -(LF) - --SUB-O[MONS- -COMMENTS-- - - - -- -- 'RE Y #1 F)rRWA1 04.0 54.0 12.0 --Wr G.C. 6 7 SCUT BOTH ENDS/R5M& REP= FAIRWAY #1 108.0 108.01 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #2 8.0 8.01 BAY FOREST G.C. REM & REPLACE PATCH FAIRWAY 02 8.0 8.01 SAY FOREST G.C. REM & REPLACE PATCH FAIRWAY #2 540.0 540.0 12.0 SAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #9 240.0 240.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY#10 60.0 60.0 1 1 12.01 SAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #11 900.0 900.0 1 1 _12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY 012 270.0 270.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #14 660.0 660.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE ru M (A NEW RESTROOM PARKING & SIDEWAU 0.0 150.0 BAY FOREST G.C. PLACE PARKING SPOT AND SIDEWALK Item Description of Item with Unit Bid Price Approx. Unit Total No. In Written Words Unit Quantity Amount Price 11.0 Cart Path Removal & Disposal @ SF 2,878.0 Per Square Foot 2.0 Cart Path Placement SIF 3,026.0 3 a ar Square Fact 0 Saw Cut 4" Concrete a LF 96.0 6D Per Linear Foot TOTALBIDS -U ru 2012 CART PATH REPLACEMENT PROJECT AT BAY FOREST GOLF COURSE PG# 1 TARGET AREAS 5/14/2012 ADDRESS REM. PLACE WCR MH ADJ GV ADJ. S-CUT SUB -DIVISIONS COMMENTS (SQFT) (SQFT) (EACH) (EACH) (EACH) (LF) FAIRWAY #1 84.0 84.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #1 108.0 108.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #2 8.0 8.0 BAY FOREST G.C. REM & REPLACE PATCH FAIRWAY #2 8.0 8.0 BAY FOREST G.C. REM & REPLACE PATCH FAIRWAY #2 540.0 540.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #9 240.01 240.0 1 12.01 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #10 60.0 60.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #11 900.0 900.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #12 270.0 270.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #14 660.0 660.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE NEW RESTROOM PARKING & SIDEWALI 0.0 150.0 BAY FOREST G.C. PLACE PARKING SPOT AND SIDEWALK _jam/ l A TOTAL 1 -2878.01 3028.01 0 1 0 1 0 1 96.0 ti ESTIMATED -COST- $1 SF 1$4.2 SF $500 EA 1 $150 EA $50 EA 1 $5 LF TOTAL COST GOLF COURSE 1 $4878.00 1 s,Z?,?mj $0.001 $0.00 1 $0.00 1 $4N.001 1 16,075.60 1 1 1 1 1 1 1 1 1 1 11 1 1 1 TOTAL COST SIDEWALK PROJECT 1 $11,617.70 w.,e: ss,m .00 $0 .00 1 $150.00 1 $$$0.00 1 67,553.64 Available Funds GEN 709 & 927-(80K) $12,446.36 I I I I I I I I I III I 2012 SIDEWALK REPLACEMENT PROJECT PG# 1 TARGET AREAS 8/30/2011 ADDRESS REM. PLACE WCR MH ADJ. GV ADJ. S-CUT SUB -DIVISIONS COMMENTS (SQFT) (SQFT) (EACH) (EACH) (EACH) (LF) 4918 Parkcrest 16.0 16.0 4.0 Glen Meadows S-CUT @ DRWY. 4922 Parkcrest 16.0 16.0 4.0 Glen Meadows S-CUT @ DRWY. 4930 Parkcrest' 16.0 16.0 4.0 Glen Meadows S-CUT @ DRWY. 5006 Parkcrest 16.0 16.0 4.0 Glen Meadows S-CUT @ DRWY. 5010 Parkcrest 44.0 44.0 Glen Meadows BOTH SIDES OF DRWY. 5017 Parkcrest 20.01 20.0 1 1 Glen Meadows 0 DRWY. 5018 Parkcrest 16.0 16.0 4.0 Glen Meadows S-CUT DRWY. 5022 Parkcrest 20.0 20.0 Glen Meadows @ DRWY. 5026 Parkcrest 16.0 16.0 4.0 Glen Meadows S-CUT @ DRWY. 5029 Parkcrest 16.0 16.0 4.0 Glen Meadows S-CUT @ DRWY. 5033 Parkcrest ON GLEN MEADOWS 115.2 115.2 Glen Meadows NO MH ADJ. ON GLEN MEADOWS 5034 Parkcrest ON GLEN MEADOWS). 149.6 149.6 1 Glen Meadows MH ADJ ON GLEN MEADOWS 5101 Parkcrest 194.9 166.4 1 1 Glen Meadows MH ADJ WCR "B" 5217 Parkcrest 26.41 26.4 1 1 1 Glen Meadows 4934-5002 Creekview 88.0 88.0 4.0 Glen Meadows S-CUT WLKWYS BACK 2' 5002-5006 Creekview 184.8 184.8 Glen Meadows DRWY. TO DRWY. 5017 Creekview 35.6 35.6 Glen Meadows 5021 Creekview 48.0 48.0 Glen Meadows 5206 Creekview 32.0 32.0 Glen Meadows REM. BRKN. CONC. FROM DRWY. 5214 Creekview 16.0 16.0 4.0 Glen Meadows S-CUT @ DRWY. 4901 Meadowcrest ON FARRINGTON 59.2 59.2 8.0 Glen Meadows SCUT BOTH SIDES DRWY. ON FARRINGTON 5013 Meadowcrest 40.01 40.0 1 1 8.01 Glen Meadows S-CUT BOTH SIDES DRWY. 5025 Meadowcrest 24.0 24.0 Glen Meadows @ DRWY. 5021 Meadowcrest 32.0 32.0 Glen Meadows 5202 Meadowcrest 32.0 32.0 8.0 Glen Meadows S-CUT BOTH SIDES DRWY. 5205-5209 Meadowcrest 195.2 195.2 Glen Meadows DRWY. TO DRWY. 1109 - 1113 Glencrest 174.0 174.0 Glen Meadows DRWY. TO DRWY. 5117 Rid ecrest 18.8 18.8 Glen Meadows 10843 Mesquite 32.0 32.0 F runt East @ DRWY. 10800 Mequite 22.81 22.8 1 1 1 F runt East 10908 - 10912 Mesquite 62.8 62.8 F runt East Q BOTH DRWYS. 10922 - 10924 Mesquite - 169.6 169.6 F runt East DRWY. TO DRWY. 10921 Collin swood 67.2 67.2 F runt East 10922 - 10926 Collingswood 165.2 165.2 F runt East 10926 - 10928 Collingswood 84.8 84.8 F runt East 10927 Collingswood 44.8 44.8 4.0 F rant East S-CUT @ DRWY. 2012 SIDEWALK REPLACEMENT PROJECT PG# 2 TARGET AREAS 8/30/2011 ADDRESS REM. PLACE WCR MH ADJ GV ADJ. S-CUT SUB -DIVISIONS COMMENTS (SQFT) (SQFT) (EACH) (EACH) (EACH) (LF) 10932 Collingswood 26.0 26.0 F'mnt East 10943 Collingswood 31.6 31.6 F'mnt East 10837 Mulberry 42.8 42.8 F'mnt East @ DRWY. 10838 -10840 Mulberry 172.0 172.0 F'mnt East DRWY. TO DRWY. 10835 Mulberry 35.2 35.2 F'mnt East @ DRWY. 10830 - 10832 Mulberry 173.61 173.6 1 F'mnt East DRWY. TO DRWY. 10828 - 10830 Mulberry 89.2 89.2 F'mnt East DRWY. TO DRWY. 10817 - 10822 Mulberry 389.2 389.2 F'mnt East 2- DRWY. TO DRWY. & @ DRWY. 10940 Pinewood Ct. 49.2 49.2 F'mnt East @ DRWY. 10935 Pinewood Ct. 16.0 16.0 F'mnt East @ DRWY. 10931 Pinewood Ct. 16.0 16.0 F'mnt East @ DRWY. 10927 Pinewood Ct. 356.4 356.4 F'mnt East THRU DRWY. + ONE PANEL 3825 Pecan Circle Ct 72.0 72.0 1 F'mnt East Sidewalk through Driveway 10819 Pecan Drive 64.01 64.0 1 F'mnt East 10822-10824 Spruce South 144.0 144.0 F'mnt East 10900 Spruce South 64.0 64.0 F'mnt East 10943 Spruce North 24.0 24.0 F'mnt East 10846 Dogwood 5.0 5.0 F'mnt East repair 6 LF of curb 10936 Rosewood 144.0 144.0 F'mnt East 10442 Catlett 483.0 448.0 1 F'mnt Central WCR "B" 10439 Catlett 405.0 370.0 1 1 F'mnt Central WCR "B" NO GV ADJ 10403 Carlow 634.01 610.0 1 1 1 F'mnt Central ALSO ON FARRINGTON 10431 Carlow 120.0 120.0 1 F'mnt Central 3431 Roseberry 30.0 30.0 4.0 F'mnt West S-CUT @ DRWY. 10126 Winding Trail 144.8 144.8 1 F'mnt West WCR "B" 10127 -10119 Winding Trail (10130 Carlow) 1,475.6 1,398.4 2 F'mnt West 2 WCRs "B" SEE PAINTED AREA 10115 Quiet Hill (Drwy. To D 228.0 228.0 F'mnt West (contact Sue Lamell 281-471-0450) will do some dnry. 314 Josh Way 108.4 108.4 1 Spencer Landing G.V ADJ. 110 - 114 Spencer Landing West 80.0 80.0 Spencer Landing BOTH DRWYS. 10501 Spencer Landing Entrance 152.01 152.0 1 1 Spencer Landing ENTRANCE TO SUB-DIV. 409 W. Fairmont P(O'Reilly Auto Parts) 72.0 9.0 1 T-O-LP AT S.E. COR. 4TH & FAIRMONT 501 W. Fairmont P Cit o 77.2 53.2 1 T-O-LP AT S.W. COR. 4TH & FAIRMONT 702 W. Fairmont P Askins & Askins 280.0 280.0 T-O-LP IN FRONT ON FAIRMONT 800 Blk. Post Office E. of Entrance 126.0 94 1 T-O-LP E. OF ENTRANCE - POST OFFICE 800 Blk. (Post Office) Center in front 126.8 126.8 T-O-LP "S" CURVE AT CENTER - POST OFFICE I I I I I I I I I I I I I I I I I I 2012 SIDEWALK REPLACEMENT PROJECT PG# 3 TARGET AREAS 8/30/2011 ADDRESS REM. PLACE WCR MH ADJ GV ADJ. S-CUT SUB -DIVISIONS COMMENTS (SOFT) (SOFT) (EACH) (EACH) (EACH) (LF) 800 Blk. Post Office At 8th St. 34.0 0.0 1 T-O-LP S.E. COR. 8TH & F'MNT - POST OFFICE 1026 W. Fairmont Pkwy. (Blondie'sT 40.0 0.0 1 T-O-LP N.W. COR-8TH & FAIRMONT PKWY. S.W. Cor. LCB & W. Fairmont Pk . 0.0 88.0 T-O-LP AT BRIDGE TO HIKE & BIKE 1105 S. Broadway On E. Fairmont Pk 36.0 1 4.0 T-O-LP W. OF TEXAS, BEHIND JACK'S 312 W. Main Store Fronts 957.3 957.3 T-O-LP (2) TREE CUTOUTS,-COORD. WITH BUSINESSES 1126 Canyon Springs 48.01 4.0 1 1 1 1 Creekmont WCR "B" 1137 Canyon Springs 106.4 106.4 1 Creekmont ADJ. GV 1201 Canyon Springs 87.2 87.2 Creekmont 1018 River Creek 118.3 70.0 1 Creekmont WCR "B" 9320 - 9321 Mohawk 58.8 58.8 Pecan Crossing DRWY. TO DRWY. 9309 Mohawk 34.4 34.4 1 Pecan Crossing 9304 Mohawk 20.0 20.0 Pecan Crossing DRWY. 9301 Mohawk 74.8 74.8 Pecan Crossing DRWY. 9300 - 9228 Mohawk 203.61 203.E 1 1 1 Pecan Crossing DRWY. & DRWY. TO DRWY. + PANEL 9229 Mohawk 118.4 118.4 Pecan Crossing DRWY. 9209 Mohawk ON STUART 409.6 409.6 Pecan Crossing ON STUART ST. 3806 - 3818 Stuart 461.6 461.6 Pecan Crossing BTWN ALL DRWYS. 9208 Mahan ON STUART 102.8 102.8 Pecan Crossing ON STUART ST. 9201 Barton 24.8 24.8 Pecan Crossing DRWY. 9614 Rustic Gate 16.0 16.0 4.0 Pecan Landing S-CUT 910 Hackberry 28.6 28.6 Shady Rivers e e D. I I I I I I I I I I I I TOTAL 111748.5111346.51 16 1 2 1 3 1 76.0 1� o I I l.u-eU�-vv-��- dO 1-77 �0 2 McPhail, Reagan From: Steve Wiggington[steve.wiggington@dhconstruction.com] Sent: Monday, June 04, 2012 9:01 AM To: McPhail, Reagan Subject: Re: LaPorte Golf Course Cart Path Improvements No to much work going on right now to schedule. Thanks for the invite Sent from my Whone On Jun 4, 2012, at 8:43 AM, "McPhail, Reagan" <McPhailR(a,laportetx.gov> wrote: Steve, are going to submit a bid? Reagan hn I J r'• r �c � NG• —P ,0Or /^ D YVY CITY OF LA PORTE QUOTEFORM The City of La Porte is requesting quotes on the Bay Forest Golf Course @ 201 Bay Forest Drive — Cart Path Improvements. Any exceptions to the following specifications must be noted in detail. Be sure to include all charges, including freight, handling, delivery, and any other fees. Quote must be returned on this form. Prices shall be firm for a minimum of thirty (30) days. Pre Bid Meeting is scheduled for May 25 @ 10am at the Golf Course Clubhouse. Please fax your quotes to the Planning Department, fax number 281-470-5005 or e-mail, by June 2, 2012. If more information is needed, please contact Richard Spicer at 281-470-5174 or e-mail: spicerr@ci.la-porte.tx.us SPECIFICATIONS Complete and in place UNIT EXTENDED EST. QTY PRICE PRICE Cart path Improvements See Attached Bid Schedule Total $ Freight/Delivery $ (if estimated, state "not to exceed" price) Itemize any additional fees or charges: You may use another sheet, if necessary. TOTAL COST (price shall be firm and may not be exceeded) State delivery time ARO (after receipt of order) days Vendor Name: :2�T.TiL-1ifi Contact name: Signature: 2012 CART PATH REPLACEMENT PROJECT AT BAY FOREST GOLF COURSE PG# 1 TARGET AREAS 5/14/2012 ADDRESS REM. (SQFT) PLACE (SQFT) WCR (EACH) MH ADJ. (EACH) GV ADJ. (EACH) S-CUT (LF) SUB -DIVISIONS COMMENTS FAIRWAY #1 84.0 84.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #1 108.0 108.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #2 8.0 8.0 BAY FOREST G.C. REM & REPLACE PATCH FAIRWAY #2 8.0 8.0 BAY FOREST G.C. REM & REPLACE PATCH FAIRWAY #2 540.0 540.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #9 240.01 240.0 1 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #10 60.0 60.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #11 900.0 900.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #12 270.0 270.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE FAIRWAY #14 660.0 660.0 12.0 BAY FOREST G.C. S-CUT BOTH ENDS/REM& REPLACE NEW RESTROOM PARKING & SIDEWAL14 0.0 150.0 BAY FOREST G.C. PLACE PARKING SPOT AND SIDEWALK Item No. Description of Item with Unit Bid Price In Written Words Unit Approx. Unit Quantity Amount Total Price 1.0 Cart Path Removal & Disposal @ Per Square Foot SF 2,878.0 2.0 Cart Path Placement @ Per Square Foot SF 3,028.0 3.0 Saw Cut 4" Concrete @ Per Linear Foot LF 96.0 TOTAL BID $ City of La Porte Bay Forest Golf Course 2012 Cart Path Improvements Scope of Work This project consists of the replacement of approximately 2,878 square feet of 6' wide concrete cart paths at various locations throughout the course and approximately 150 square feet of new cart path and sidewalk. Earthen spoils are to be relocated on site and graded at locations designated by the Golf Course manager. Concrete spoils shall become the property of the successful contractor and removed from the site. The disposal of concrete spoils shall be in a lawful manner. The Golf Course Manager shall designate the staging area for the stockpiling of concrete spoils. Heavy equipment i.e. concrete trucks and dump trucks shall not be allowed on the course without prior written permission from the Golf Course Manager. Damage to existing cart paths, irrigation system and fairways shall be the contractor's responsibility to repair like kind at no additional cost to the City. The new concrete cart path and 5' wide sidewalk shall be designed in the field. No bonds or permits are required for this project. Liability Insurance of $1,000,000 and workman's compensation shall be required. The insurance certificate shall name the City of La Porte as an additional insured along with a waiver of subrogation stipulation in favor of the City. Work schedule to be coordinated with the Golf Course Manager. 14 6G60.0 SQFP , COfCa AadORWub0. I R RTPAIU CCT 46 unrPAn+-aa�>» / O � I / 900.0 SQ.FT17 / RFAIO\'Et RFPLF. ISOIFC C. / G\qT PATH -SAWLUTM,TiET S NGR.IGt— \ G, IP I i REVOVEt RFPI.\CE IJU' COI:C PRACTICE O���//// GRfPAnI.s wtvrnonl Ta \ \ / \ GAt'[TAnl W{UT BOTH EA 5 / ` ( ^ 1 1 15 // I• Al 0� 0 SQ. Fr. PUC.. ISR SQ: Fi�C C. URT 0 PAnlasmnv VXSTxon. rRmc ul GRTPATI� RENTS 'Al-�WJ1WA=- G'OIM.-�U0.T PAn1-U,Wi1fr BOTH F110.5 O�l O O 1 •6NOS / / m� / BtbK CITY OF LA PORTE =9 CART PATH REPLACEMENTS & ADDITIONS cn -i AT BAY FOREST GOLF COURSE • tlN'M1 V: RE xsvI Gin 1 awRf M 4T ,u M.: ma-W, UTE: 5111/H 1 TM/ L,1-d I S -T > f 7 I I jMei-�- tO I 1 IIi X11 c8 8.0 SQ.FT. REMOVE&REPLACE SM'PATCH OFCONCCART PATH .J IC ZCi2 lI :F I U'ilpl.:XT'r'H 8.0 SQ.FT. _ I REMOVE R REPLACE 2X4 PATCH OFCOHC.CARTPATH 0 0OJ O1 6 \ 11 540.0 SQ.FT. REMOVE&REPLACE ROIF CONC. CART PATH-SAW{TIT ROTA FADS CITY OF LARORTE %i \ CART PATH REPLACEMENTS & ADDTIONS AT BAY FOREST GOLF COURSE M>VM 6v: RJ5 CESYY. GRM BAR:.\4D: EqM FLE>A:1013-5001 SC/1£: I'>100' ATE: 5/14112 TCP J.6-52 9EET 3 y C A. D' SAM TW. .DIRE MAXIMUM _ CAST IN-PLACE.COLO 0•-4' SELECT FILL BEDDING (AS PER ARCHITECTURAL TEXAS ACCESSIBILITY Sl 4' REINFORCED CONCRETE (2012 TAS)— #5 SACK/ C.V. 3000 P.S.L. 28 DAY WITH #3 BARS 0 18' O.C.E.W. OR #4 0 24' O.C.E.W. TYP. CROSS-SECTION OF SIDEWALK SCALE: I' = I' EXPANSION BVOTHE EXPANSION B3' EXISTING EXISTING SIDEWALK 1. A3' SIDEWALK O.16' 3.0' PROP. CURB EXPANSION JOINT (TYP.) EXPANSION JOINT *SIDEWALK FROM R.O.W. TO BACK OF O.C. REDWOOD EXPANSION JOINT (TYPICAL) DOWELS TYPE NBM RAMP N.T.S. 3/0' BITUMINOUS JOINT SEALER EXIST. CONC. 1 EXIST. CONIC. OWEL DOWEL L I-I/r KEYED JOINT CONSTRUCTION JOINTI NOT TO SCALE \ lE%IST. BACK OF CURB r 3/8' BITUMINOUS JOINT SEALER EXIST. CONC. E%IST. CONC. OWEL DOWEL PROP. SAW CUT FULL DEPTH L I-IN2' L' DRIVEWAY REPLACEMENT DETAIL r ' SCALE: I' = 3' BAR, 24' O.C. IS' O.C. (TYP.) NOTES 1.) SIDEWALK ELEVATIONS YO GRAMS YE TO BE LOW SET SO AS TO ALPOSITIVE OFAXN.OE M FILTHE R.0 W. ACROSS THE SIDEWALK NQ TO THE TIM CF THE CIJFZL CONTRACTOR SMALL SY4L PERFUM ALL NECFSSMY EWTMWtlOt FILLING YL SHAPING TO ACCMft141 POSITIVE MANAGE OVER THE LOP OF THE CLIRS AT NO AMI TICHALL COST TO OWNER. 2.) LM (MT. BARS SO-LONGAT SPLICES 30 X DIYETEL 33 REu6piCw4 STEEL SMALL BE NEW SLUT IMTE2EpPTE GRADE DEFORMED BARS TO CO FOR I TO ASTM A-015 GRADE LO A) CMCIETE SMALL BE WATER CISED ONLY 5.) STRIP VEGETATION AND REMOVE ORGANIC DEEMS A MMN4EI OF 3•.. 61 FREFAM DEGRADE TO WIFOM COMPACTION AND GRACE. FALL MATEM4. IF REWIRED. SHALL BE PLACED IN W LIFTS MAXIMUM AND COMPACTED TO 05% STANDARD DENSITY AT H TO.3%OF MTIMW MOSTIOSE IN ACCODMICE WITH ASTM 06aS. SWGRAM SHALL-M WIFO I AND SHALL NOT BE MORE THAN 0.)5.4-4 REMMED ELEVATION. PI ROLL "GRACE WITH MFRO4 DROLLER. NOTIFY ENGINEER 24 HOLM MOOR TO MOOFMLLIN4. ].) SAND BEDDING WALL SE CLEAN BANK SAME. FREE OF CLAY OR OTHER DELETEMOK MATERIALS. CONTACT TO 45%STUDYM DENSITY AT OPTIMW MOSTAE IN ACCOMANGE WITH ASTM D60E. D. CITY M LA FOYTE PLANNING DEFT. SMALL BE NOTIFIED It HM. PRIOR TO CMSTMICTIM AT 471-WZD 01. CONTACT THE UTIATY COORDINATING COM ATTEE FM THE HO STON METROPOLITAN MEA AS HOIgS la). TO PRIIORT OCONSTMTION, TElfMNOE MIMBER 223-4567.. RTTMIRIwAwEREMEMy4NL�NW6LTA !SBEUTAIC0TION METERS MAY Of OSTMAID AT CITY HILL HD, CMSTMNCTIM STAKING SMALL BE THE CIMS PESPOKIB4ITY. 12.) EXCESS SOS. F OMiD TROY CCALEOL ALL COME PMPERTY M CONTRACTOR AND REMOVED W. TIE C TIN YDEE PESPORT A frFEOT HE COST FIRM i0 COAOCT MA OlE i BLS DR IE COST. TIF cMT' aR SNAIL v 1 M ANY CAST I. o DI.E ro A TFARED rE 151. I BNG H MCaSff CTWR S HEAL BNTY TO MHMMN PROPER BAMOCACES 10. EWAN5Ip1 JOATSfEgSµy MAUE A I INW S`ACWG O" 60' OR AS OMN M TIE PV OR AS DIRECTED BY THE EN4WEEA. WANSON J S SITY1 BE CUIRED WIFAE 41 O Y S INNFERSEVOW TH THEExaTEgG (MOVES ROADS. AND AT ALL SAW COTS ALESS IT). FIM9E�SS D REPAM SENT kM RMIP 5 TO BE RWGIENET WITH NO LESS THAN A AS M M 13N1ECi1TlAELWAMPIEM TIMAS ACCEMBILITY STAND IL Ii012CMMTX.AL RED I!), L_ IX.R By OVMER IF INOTHE ONNEA'S MIMONMCHANGE ISVICESCES AX ED LOCATION 19). WHERE E CCE�i ISpDESIGNATED ��TOM FEFLACED ONN.�PLLAN4 DDRAWINGS. REMOVE EXISTING CUE DFROM O NOT BREATH EXIST N4 CI.MIHOELOW ME PAVEMENT, 4RONr EXISTING PAVEMENT. 20). MELDOIN ROKE WITH .L MWFMW CF 2 EKHS%LREBAR. GOD CONDITION 6 2D. LRAW - SOD IF REWIRED SMALL BE SAME AS ADJACENT SM WATERING OF SOO ACCEPBE TABLE FOOT 16 LHOWTM HAS ME�TTti DW OMNER A41EE5 THAT IN 23I. WJOSM ROCKS - IF RENPED SMALL BE IMTALLED M ACCORDANCE VON THE MANWACTIAES IECOMMEJDATION. F". ALL EXCAVATED MAT MALS SMALL NOT M STAGED WHERE VEHICLE TRAFFIC IS FBSTMICTED. 25. ALL EXISTING CONCRETE SMALL OE DRILLED AND FITTED WITH IY DOWELS W MOM WITH AS PLTIC SEES£ DR TAPED WP END. L• TO 6- TO TO OPEOED IN EXISTING CONCRETE WITH MMOMNG EXPOSED TO MCENE NEW CONCRETE. DOWELS DO NOT HAVE TOT TIED TO STEEL W FORM3. (.3 MOM AT It' O.0 ) PROP. SAW CUT EXIST. B.O.C. PVM'T FULL DEPTH 1 ��7-\ -• 1 PROP. EXPANSION JOINT `PROP. EXPANSION JOINTS AT ALL PLACES RAMP ABUTS EXISTING PAVEMENT OR SIDEWALK CONTRACTION JOINT T- NOT TO SCALE EXIST. SECTION A -A THIS SECTION IS TYPICAL OF ALL RAMPS AND AT EXISTING DRIVEWAYS NOT TO SCALE 1/4' R.(TYP.)1 .3. . )N . DOWEL SMOOTH CONC. `#3 Al18- E W. (TYPA EXPANSION CAP #4 AT 24' E.W. I' REDWOOD EXPANSION JOINT MATERIAL OR 3/4' PREMOLDED MATERIAL EXPANSION JOINT NOT TO SCALE �•:A. '.....:.�.3 Nb OWnnl a,INAmr .Y P.41D204 .. Spicer, Richard From: McPhail, Reagan Sent: Thursday, May 24, 2012 2:36 PM To: Spicer, Richard Subject: FW: Golf Course Carth Path Improvements Attachments: 2012 GC CART PATH DWG-I-PDF.pdf; 2012 GC CART PATH DWG-2-PDF.pdf; 2012 GC CART PATH-PDF.pdf; 2012 SIDEWALK DETAILS.pdf; Quote Blank.doc; Scope of Work.docx Rich, See quote blank for Pre -bid mtg time, will need to have a sign in sheet. Reagan From: McPhail, Reagan Sent: Thursday, May 17, 2012 4:11 PM To: 'Bryan Moore'; Mark Follis(mfollis(clfollisconstruction.com); Chris Brooks (chris(@brooksconcreteinc.com); 'Darlene Hall'; 'suemomayezi@aol.com'; 'STEVE WIGGINGTON'; Tommy Pitts Cc: Osmond, Alex Subject: Golf Course Carth Path Improvements