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PR 22534: 2019-2020 STREET REHABILITATION PROGRAM-VARIOUS STREETS PROJECT; CHANGE ORDER NO. 1, ACCEPTANCE OF CLOSE OUT DOCUMENTS AND RELEASE OF RETAINAGE
Cite of nrt rthtt � 7i'tu� www.PortArthurTx.gov INTEROFFICE MEMORANDUM Date: April 28, 2022 To: The Honorable Mayor and City Council Through: Ron Burton; City Manager From: Flozelle C. Roberts, EIT, MEng, MBA; Director of Public Work RE: PR 22534: 2019-2020 Street Rehabilitation Program-Various Streets Project; Change Order No. 1, acceptance of Close Out documents and Release of Retainage. Introduction: The intent of this agenda item is to authorize the City Manager to accept Change Order No. 1,the Close Out Documents, and release retainage in the amount of$134,415.01 for the 2019-2020 Street Rehabilitation Program-Various Streets submitted from LD Construction of Beaumont, Texas. Background: Pursuant to Resolution 20-008, the City of Port Arthur Council allocated funds for streets identified as needing reconstruction, remediation, and rehabilitation in each respective District. Pursuant to Resolution 21-179, LD Construction of Beaumont, Texas,was selected as the lowest responsible bidder and awarded the contract. The project had a budgetary impact of$2,936,040.50 for a contract period of 200 calendar days. Change Order No. 1, reflecting a deduction of$722,740.25, is being submitted by LD Construction of Beaumont,Texas,to reconcile quantities at the end of the project amending the original contract amount of$2,936,040.50 to the new contract amount of$2,213,300.25. It also seeks to add 150 calendar days modifying the original contract completion date of January 7, 2022 to the new contract completion date of June 6, 2022. Public Works-Engineering has also received Close Out Documents from LD Construction of Beaumont, Texas, that includes the Certificate of Substantial Completion establishing completion as January 14, 2022, the Contractor's Certificate and Release, the Contractor's Certificate of Warranty, and the Contractor's Certificate of Debts Paid. Additionally, LD Construction of Beaumont, Texas, is asking for release of retainage in the amount of$134,415.01. "Remember,we are here to serve the Citizens of Port Arthur" 444 4th Street X Port Arthur,Texas 77641-1089 X 409.983.8182 X FAX 409.983.8294 Budget Impact: Funds are available in the Capital Improvement Account No. 307-21-053-8517-00-10-000. Recommendation: It is recommended that the City of Port Arthur City Council approve PR 22534 with LD Construction of Beaumont,Texas,authorizing the City Manager to accept the Change Order No. 1 deduction of$722,740.25, and the Close Out documents and to release retainage in the amount of$134,415.01. "Remember,we are here to serve the Citizens of Port Arthur" P.O.Box 1089 X Port Arthur,Texas 77641-1089 X 409.983.8101 X FAX 409.982.6743 PR 22534 4/28/2022 mje Page 1 of 4 RESOLUTION NO. A RESOLUTION AUTHORIZING THE CITY MANAGER TO EXECUTE CHANGE ORDER NO. 1 TO THE CONTRACT BETWEEN THE CITY OF PORT ARTHUR AND LD CONSTRUCTION OF BEAUMONT, TEXAS, FOR THE 2019-2020 STREET REHABILITATION PROGRAM- VARIOUS LOCATIONS, DECREASING THE ORIGINAL CONTRACT AMOUNT OF $2,936,040.50 TO A NEW CONTRACT AMOUNT OF $2,213,300.25, ACCEPTING THE CERTIFICATE OF COMPLETION, CONTRACTOR'S CERTIFICATE AND RELEASE, CONTRACTOR'S CERTIFICATE OF WARRANTY, CONTRACTOR'S CERTIFICATE OF DEBTS PAID AND ADDING 150 CALENDAR DAYS AND APPROVAL OF THE RELEASE OF RETAINAGE IN THE AMOUNT OF $134,415.01 FROM THE CAPITAL IMPROVEMENTS STREET MAINTENANCE ACCOUNT NO. 307-21-053-8517-00-10-000. WHEREAS, a streets improvement plan for 2019-2020 was developed by the Public Works Department, identifying eighteen (18) city streets in need of immediate maintenance and/or repair; and, WHEREAS, pursuant to Resolution No. 21-179, LD Construction of Beaumont, Texas, was awarded the contract for the 2019-2020 Street Rehabilitation Program- Various Streets with a projected budgetary impact of $2,936,040.50 and a term of 200 calendar days; and, WHEREAS, Change Order No. 1 is being submitted by LD Construction of Beaumont, Texas, to reconcile quantities at the end of the project for the deducted amount of $722,740.25 that amends the original contract amount from $2,936,040.50 to the new contract amount of $2,213,300.25, See Exhibit A; and, PR22534 4/28/2022 mje Page 2 of 4 WHEREAS, Change Order No. 1 also seeks to add 150 calendar days modifying the original contract completion date of January 7, 2022 to the new contract completion date of June 6, 2022; and, WHEREAS, LD Construction of Beaumont, Texas, has submitted the Certificate of Completion establishing completion as of January 14, 2022 and the work to which the Certificate applies has been inspected, authorized, and declared to be complete in accordance with the contract documents and made a part of herein as Exhibit B; together with the Contractor's Certificate and Release (Exhibit C), the Contractor's Certificate of Warranty (Exhibit D), and the Contractor's Certificate of Debts Paid (Exhibit E); and, WHEREAS, the retainage for the project is 5% of the work completed and billed, the Release of Retainage has been submitted by LD Construction of Beaumont, Texas, for the amount of $134,415.01, see Exhibit F; and, WHEREAS, LD Construction of Beaumont, Texas, has completed the contracted project to the satisfaction of the Public Works Director and the City Engineering staff, see Exhibit G; and, WHEREAS, approval of Change Order No. 1 along with the acceptance of the Close Out Documents, and Release of Retainage is herein deemed an appropriate action; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PORT ARTHUR: THAT, the facts and opinions in the preamble are true and correct; and, THAT, the City Council hereby authorizes the City Manager to execute Change Order No. 1 submitted by LD Construction of Beaumont, Texas, to reconcile all bid items PR 22534 4/28/2022 mje Page 3 of 4 on the project that will decrease the original contract amount of $2,936,040.50 by $722,740.25 to the new contract amount of $2,213,300.25, Exhibit A; and, THAT, the City Council hereby accepts the Certificate of Substantial Completion dated February 2, 2022 (Exhibit B); together with the Contractor's Certificate and Release (Exhibit C), the Contractor's Certificate of Warranty (Exhibit D), the Contractor's Certificate of Debts Paid (Exhibit E); and, THAT, the City Manager of the City of Port Arthur is hereby authorized to execute on behalf of the City of Port Arthur a Certificate of Acceptance (Exhibit H) for the completion of the 2019-2020 Street Rehabilitation Program-Various Locations; and, THAT, the Release of Retainage be paid to LD Construction of Beaumont, Texas in the amount of $134,415.01; and, THAT, a copy of the caption of this Resolution No. be spread upon the Minutes of the City Council. READ, ADOPTED AND APPROVED this the day of , A.D. 2022 at a meeting of the City of Port Arthur, Texas by the following vote: Ayes: Mayor: Councilmembers: Noes: PR22534 4/28/2022 mje Page 4 of 4 Thurman "Bill" Bartle Mayor Attest: City Secretary Sherri Bellard APPROVED AS TO FORM: APPROVED FOR ADMINISTRATION: 9J-C,G40 Valeciazeno Ron Burton City Attorney City Manager APPROVED AS FOR AVAILABILITY OF FUNDS: Kandy K. Claniel Interim Director of Finance F1ozelle . Roberts, , MEng, MBA Director o Public o s ( ,b,, Clifton Williams, CPPB Purchasing Manager EXHIBIT A CITY OF PORT ARTHUR Public Works Engineering DATE: APRIL 28,2022 PROJECT: VARIOUS STREETS REHAB OWNER: CITY OF PORT ARTHUR CONTRACTOR: LD CONSTRUCTION OF BEAUMON'1',TEXAS CI IANCE ORDER NO.:01 THE FOLLOWING CHANGES IN THE PLANS AND/OR SPECIFICATIONS ARE HEREBY MADE: Adjust the Estimated Quantities to reflect the Actual Quantities used in the completion of the project: Original Original Item No. Description Unit Quantity Unit Price Amount New Quantity New Amount 14th St(Houston to Forthworth Ave) 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 208 $ 87,50 $ 18,200.00 243.510 $ 21,307.13 340.002 D-GR HMA TY-D PG64-22(1.51(TRANSITIONS) TON 71 $ 100.00 $ 7,100.00 15.540 $ 1,554.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 54 $ 100.00 $ 5,400.00 15.540 $ 1,554,00 + 340.004 D-GR HMA TY-D PG64-22(1.5"-2")(LEVEL UP) TON 10 $ 100.00 $ 1,000.00 25.540 $ 2,554.00 760.001 CLEANING AND RESHAPING DITCHES _ LF 2,166 $ 4.00 $ 8,664.00 1525.000 $ 6,100.00 $ 40,364.00 $ 33,069.13 14th St(Forthworth to Austin Ave) 340.001 D-GR HMA MD PG64-22(1.5")(SURFACE COURSE) TON 111 $ 87.50 $ 9,712.50 85.19 $ 7,454.13 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 47 5 100.00 $ 4,700,00 0.000 $ - 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 19 $ 100.00 $ 1,900.00 _ 7.70 $ 770.00 340.004 D-OR HMA TY-D PG64-22(1.5"-2")(LEVEL UP) TON 6 $ 100.00 $ 600.00 0.000 $ - $ 16,912.50 $ 8,224.13 14th St(Austin to Stillwell Blvd)) 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 716 $ 87.50 $ 62,650.00 676.960 $ 59,234.00 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 260 $ 100.00 $ 26,000.00 116.000 $ 11,600.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 186 $ 100.00 $ 18,600.00 _ 78.050 $ 7,805.00 340.004 D-GR HMA TY-D PG64-22(1.5"-2")(LEVEL UP) TON 36 $ 100.00 5 3,600.00 160.380 $ 16,038.00 $ 11o,sso.o0 $ 94,677.00 50th St(Ilnkwood to Shoreline St) 340.001 D-GR HMA TY-D PG64-22(2")(SURFACE COURSE) TON 267 $ 87.50 $ 23,362.50 252.310 $ 22,077.13 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 47 - $ 100.00 $ 4,700.00 14.040 $ 1,404.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) -_ TON 25 $ 100.00 $ 2,500.00 12.500 $ 1,250.00 760.001 CLEANING AND RESHAPING DITCHES LF 2,192 $ 4.00 $ 8,768.00 2571.000 $ 10,284.00 $ 39,330.50 $ 35,015.13 Original Original Item No. Description Unit Unit Price New Quantity New Amount Quantity Amount 60th St(Hazel Ave to Diamond St) 251.001 REWORKING BASE COURSE(6")(ORD COMP) SY 4,360 $ 2.00 $ 8,720.00 4964.000 $ 9,928.00 247.001 FLEX BASE(TY A)(GR 2)(2")(COMPL IN PL) SY 4,360 $ 7.00 $ 30,520.00 4844.000 _$ 33,908.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(DC) SY 4,360 $ 2.00_$ 8,720.00 4844.000 $ 9,688.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN PL) TON 70 $ 220.00 $ 15,400.00 70.000 $ 15,400.00 310.001 PRIME COAT(AE-P) GAL 872 $ 4.00 $ 3,488.00 850.000 $ 3,400.00 340.001 D-GR HMA TY-D PG64-22(2")(SURFACE COURSE) TON , 378 $ 87.50 $ 33,075.00 374.790 $ 32,794.13 340.002 D-GR HMA TY-D PG64.22(1.5")(TRANSITIONS) TON 95 $ 100.00 $ 9,500.00 9.000 $ 900.00 340.003 D-GR HMA TY-0 PG64-22(1.5"-3")(DRWYS) TON 82 $ 100.00 $ 8,200.00 i 33.120 $ 3,312.00 760.001 CLEANING AND RESHAPING DITCHES LF 4,360 $ 4.00 $ 17,440.00_ 3288.000 $ 13,152.00 $ 135,063.00 $ 122,482.13 60th St(Diamond St to Levee) 340.001 D-GR HMA TY-0 PG64-22(1.5")(SURFACE COURSE) TON 214 $ 87.50 $ 18,725.00 223.220 $ 19,531.75 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 32 $ 100.00 $ 3,200.00 20.400 $ 2,040.00 _ 340.004 D-GR HMA TY-D PG64-22(1.5"-2")(LEVEL UP) TON 11 $ 100.00 $ 1,100.00 15.100 $ 1,510.00 $ 23,025.00 $ 23,081.75 63rd St(lade Ave to Kathy-Bobby St) 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 339 $ 87.50 $ 29,662.50 285.300 $ 24,963.75 340.002 D-GR HMA TY-D PG64-22(1.51(TRANSITIONS) TON 47 $ 100.00 $ 4,700.00 5.00D $ 500.00 340.003 D-GR HMA TY-0 PG64-22(1.5"-3")(DRWYS) TON 72 $ 100.00 $ 7,200.00 31.020 $ 3,102.00 340.004 D-GR HMA TY-D PG64-22(1.5"-2")(LEVEL UP) TON 17 $ 100.00 $ 1,700.00 0.000 $ - $ 43,262.50 $ 28,565.75I 63rd St(Pat Ave to Diamond St) 251.001 REWORKING BASE COURSE(6")(ORD COMP) SY 15,341 $ 2.00 $ 30,682.00 7,971.00 $ 15,942.00 247.001 FLEX BASE(TY A)(GR 2)(2")(COMPL IN PL) SY 15,341 $ 7.00 $ 107,387.00 7,971.00 $ 55,797.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(DC) SY 15,341 $ 2.00 $ 30,682.00 7,971,00 $ 15,942.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN PL) TON 245 $ 220.00 $ 53,900.00 120.50 $ 26,510.00 310.001 PRIME COAT(AE-P) GAL 3,068 $ 4.00 $ 12,272.00 1,000.00 $ 4,000.00 340.001_0-GR HMA TY-D PG64-22(2")(SURFACE COURSE) TON 1,772 _$ 87.50 $ 155,050.00_ 679.53 $ 59,458.88 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 95 $ 100,00 $ 9,500.00 7.75 $ 775.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 66 $ 100.00 $ 6,600.00 15.42 $ 1,542.00 760.001 _CLEANING AND RESHAPING DITCHES _ IF 12,552 _$ 4.00 $ 50,208.00 6,030.00 $ 24,120.00 $ 456,281.00 $ 204,086.88 Alabama Ave(Dorsey to Hall St) 251.001 REWORKING BASE COURSE(6")(ORD COMP) SY 2,602 $ 2.00 $ 5,204.00 2594.000 $ 5,188.00 247.001 FLEX BASE(TY A)(GR 2)(2")(COMPL IN PL) SY _ 2,602 $ 7.00 $ 18,214.00 2594.000 $ 18,158.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(DC) SY 2,602 $ 2.00 $ 5,204.00 2594.000 $ 5,188.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN PL) TON 42 $ 220.00 $ 9,240.00 41.000 $ 9,020.00 310.001 PRIME COAT(AE-P) _ GAL 520 $ 4.00 $ 2,080.00 500.000 $ 2,000.00 340.001 D-GR HMA TY-D PG64-22(2")(SURFACE COURSE) TON 301 $ 87.50 $ 26,337.50 308.240 $ 26,971.00 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON _ 95 $ 100,00 $ 9,500.00 12.480 $ 1,248.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 54 $ 100.00 $ 5,400.00 10.590 $ 1,059.00 760.001 CLEANING AND RESHAPING DITCHES LF 2,602 $ 4.00 $ 10,408.00 2351.000 $ 9,404.00 $ 91,587.50 $ 78,236.00 Original Original Description No. Unit Quantity Unit Price Amount New Quantity New Amount Austin Ave(Gulfway to 19th St) 251.001 REWORKING BASE COURSE(6")(ORD COMP) SY 2,658 $ 2.00 $ 5,316.00 1940.000 $ 3,880.00 247.001 FLEX BASE(TY A)(GR 2)(2")(COMPL IN PL) SY 2,658 r$ 7,00 _$ 18,606.00 _ 1940.000 $ 13,580.00 275.001 CEMENT TREAT(MIX EXST MTL&NW B5)(8")(DC) SY 2,658 $ 2.00 $ 5,316.00 1940.000 $ 3,880.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN PL) TON 43 $ 220.00 $ 9,460.00 32.000 $ 7,040.00 310.001 PRIME COAT(AE-P) GAL 532 $ 4.00 $ 2,128.00 450.000 $ 1,800.00 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 230 $ 87.50 $ 20,125.00 160.710 $ 14,062.13 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 189 $ 100.00 $ 18,900.00 6.000 $ 600.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 41 $ 100.00 $ 4,100.00 5.580 $ 558.00 760.001 CLEANING AND RESHAPING DITCHES _ LF 2,392 _$ 4.00 $ 9,568.00 1502.000 $ 6,008.00 $ 93,519.00 $ 51,408.13 Austin Ave(19th St to OD117) 251.001 REWORKING BASE COURSE(4")(ORD COMP) SY 400 $ 2.00 $ 800.00 400.000 $ 800.00 247.001 FLEX BASE(TY A)(GR 2)(4")(COMPL IN PL) SY 400 $ 7.00 $ 2,800.00 400.000 $ 2,800.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(DC) SY 400 $ 2.00 $ 800.00 400.000 $ 800.00 +275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN PL) TON 6 $ 220.00 $ 1,320.00 6.500 $ 1,430.00 310.001 PRIME COAT(AE-P) GAL 80 $ 4.00 $ 320.00 100.000 $ 400.00 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 35 $ 87.50 $ 3,062.50 41.110 $ 3,597.13 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 9 $ 100.00 $ 900.00 4.000 $ 400.00 $ 10,002.50 $ 10,227.13 Austin Ave(8th St to 6th St) 251.001 REWORKING BASE COURSE(6")(ORD COMP) SY 3,690 $ 2.00 $ 7,380.00 0.000 $ - 247.001 FLEX BASE(TY A)(GR 2)(2")(COMPL IN PL) SY 3,690 $ 7.00 $ 25,830.00 0.000 $ - 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(DC) SY 3,690 $ 2.00 $ 7,380.00 0.000 $ • 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN PL) TON 59 $ 220.00 $ 12,980.00 0.000 $ • 310.001 PRIME COAT(AE-P) GAL 738 $ 4.00 $ 2,952.00 0.000 $ - 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 320 $ 87.50 $ 28,000.00 375.270 $ 32,836.13 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 142 $ 100.00 $ 14,200.00 0.000 $ - 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 76 $ 100.00 $ 7,600.00 0.000 $ - 760.001 CLEANING AND RESHAPING DITCHES _ LF 1,444 $ 4.00 $ 5,776.00 0.000 $ - $ 112,098.00 $ 32,836.13 Austin Ave(Procter to 4th St) 104.002 REMOVING CONCRETE(PVMT)(8")(INCL SAW CUT) SY 184 $ 10.00 $ 1,840.00 66.90 $ 669.00 276.001 CEM TRT(PI NT MX)(CL L)(TYA)(GR1((8")(DEL)(COMP IN PL)(DC) SY 184 $ 40.00 $ 7,360.00 0.000 $ - 316.001 ASPH(AC-10) GAL 184 $ 3.50 $ 644.00 0.000 $ - 354.001 PLANING&TEXTURING PAVEMENT(1.5"-2") SY 1,840 $ 3.00 $ 5,520.00 4,450.00 $ 13,350.00 340.001 D-GR HMA TV-D PG64-22(2")(SURFACE COURSE) TON 213 $ 87.50 $ 18,637.50 189.55 $ 16,585.63 356,001 FABRIC UNDERSEAL SY 1,840 $ 2.00 $ 3,680.00 0.000 $ - _ 531.001 SIDEWALKS(CL A)(4") SY 200 $ 50.00 $ 10,000.00 0.000 $ - 531.002 SIDEWALKS(WHEEL CHAIR RAMPS)(TY 7) EA 8 $ 1,700.00 $ 13,600.00 4.00 $ 6,800.00 713.001 CLEANING&SEALING JOINTS&CRACKS(CONC PVMT) LF 2,136 $ 2.00 5 4,272.00 0.000 $ - $ 65,553.50 $ 37,404.63 Item No. Description Unit Original Unit Price Original New Quantity New Amount Quantity . Amount Dallas Ave.(Thomas Dr to Gulfway) 340.001 D-GR HMA TY-D PG64-22(2")(SURFACE COURSE) TON 421 $ 87.50 $ 36,837.50 388.110 $ 33,959.63 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 98 $ 100.00 $ 9,800,00 23.4E0 $ 2,346.00 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 118 $ 100.00 $ 11,800.00 38.720 $ 3,872.00 340.004 D-GR HMA TY--O PG64-22(1.5"-2")(LEVEL UP) TON 21 $ 100.00 $ 2,100.00 0.000 $ - 479.002 ADJUSTING MH(LIDS&COVERS) EA 2 $ 100.00 $ 200.00 2.000 $ 200.00 531.001 SIDEWALKS(CL A)(4") SY 200 $ 50.00 $ 10,000.00 0.000 $ 713.001 _CLEANING&SEALING JOINTS&CRACKS(CONCRETE PAVEMENT) LF 3,642 $ 2.00 $ 7,284.00 0.000 $ - $ 78,021.50 $ 40,377.63 Dallas Ave,(Gulfway to 19th St) 251.001 REWORKING BASE COURSE(6")CORD COMP) SY 2,156 $ 2.00 $ 4,312.00 1936.000 $ 3,872.00 247.001 FLEX BASE(TY A)(GR 2)(2")(COMPL IN PL) SY 2,156 $ 7.00 $ 15,092.00 1936.000 $ 13,552.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(DC) SY 2,156 $ 2.00 $ 4,312,00 1936.000 $ 3,872.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN PL) TON 34 $ 220.00 $ 7,480.00 30.000 $ 6,600.00 310.001 PRIME COAT(AE-P) GAL 431 $ 4.00 $ 1,724.00 450.000 $ 1,800.00 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 187 $ 87.50 $ 16,362.50 199.180 $ 17,428.25 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 71 $ 100.00 $ 7,100.00 20.000 $ 2,000.00 T 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 22 $ 100.00 $ 2,200.00 18.630 $ 1,863.00 760.001 CLEANING AND RESHAPING DITCHES LF 2,156 $ 4.00 $ 8,624.00 1124.000 $ 4,496.00 $ 67,206.50 $ 55,483.25 Dallas Ave.(19th St to DEW) 251.001 REWORKING BASE COURSE(4")(ORD COMP) SY 400 $ 2.00 $ 800.00 400.000 $ 800.00 247.001 FLEX BASE(TY A)(GR 2)(4")(COMPL IN EL) SY 400 $ 7.00 $ 2,800.00 480.000 $ 3,360.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(UC) SY 400 $ 2.00 $ 800.00 400.000 $ 800.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN EL) TON 6 $ 220.00 $ 1,320.00 6.500 $ 1,430.00 310.001 PRIME COAT(AE-P) GAL 80 $ 4.00 $ 320.00 80.000 $ 320.00 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON , 35 $ 87.50 $ 3,062.50 46.460 $ 4,065.25 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 6 $ 100.00 $ 600.00 4.000 $ 400.00 760.001 CLEANING AND RESHAPING DITCHES LF 400 $ 4.00 $ 1,600.00 384.000 $ 1,536.00 S 11,302.50 L' 12,711.25 I Original Original Item No. Description I Unit quantity Unit Price Amount New Quantity New Amount Dallas Ave.(5th to Rev Ransom Howard Ave) 104.001 REMOVING CONCRETE(CURB&GUTTER COMBINED)(INCL SAW CUT) LE 1,728 $ 5.00 $ 8,640.00 895.000 $ 4,475.00 104.002 REMOVING CONCRETE(PVMT)(8")(INCL SAW CUT) SY 500 $ 10.00 $ 5,000.00 20.000 $ 200.00 276.001 CEM TRT(PI.NT MX)(CL L)(TYA)(GR1)(8")(DEL)(COMPL IN PL)(DC) SY 500 $ 40.00 $ 20,000.00 • $ 316.001 ASPH(CRS-2) GAL 368 $ 3.50 $ 1,288.00 $ - 354.001 PLANING&TEXTURING PAVEMENT(1.5"-2") SY 3,680 $ 3.00 $ 11,040.00 3,317.00 $ 9,951.00 340.001 D-GR HMA TY-D PG64-22(2")(SURFACE COURSE) TON 425 $ 87.50 $ 37,187.50_ 391.00 $ 34,212.50 356.001 FABRIC UNDERSEAL SY 3,680 $ 2.00 $ 7,360.00 • $ - 479.001 ADJUSTING INLETS(LOWER INLET TOPS)(6"-12") EA 6 $ 2,000.00 $ 12,000.00 4.00 $ 8,000.00 529.001 CONCRETE CURB&GUTTER COMBINED(COMPL IN PL) LF 1,728 $ 10.00 $ 17,280.00 1,100.00 $ 11,000.00 531.001 SIDEWALKS(CLA)(4") SY 1,536 $ 50,00 $ 76,800.00 478.58 $ 23,929.00 713.001 CLEANING&SEALING JOINTS&CRACKS(CONCRETE PAVEMENT) _ LF 4,283 $ 2.00 $ 8,566.00 $ - $ 205,161.50 $ 91,767.50 Dallas Ave.(Rev Ransom Howard to 8th St) _ 104.001 REMOVING CONCRETE(CURB&GUTTER COMBINED)(INCL SAW CUT) LF 360 $ 5.00 $ 1,800.00 59,000 $ 295.00 251.001 REWORKING BASE COURSE(6")(ORD COMP) SY 1,000 _ $ 2.00 $ 2,000.00 0.000 $ 247.001 FLEX BASE(TY A)(GR 2)(2")(COMPL IN PL) SY 1,000 $ 7.00 $ 7,000.00 1014.000 $ 7,098.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(DC) SY 1,000 $ 2.00_ $ 2,000.00 1014.000 $ 2,028.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN PL) TON 19 $ 220.00 $ 4,180,00 15.000 $ 3,300.00 310.001 PRIME COAT(AE-P) GAL 232 $ 4.00 $ 928.00 230.000 $ 920.00 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 100 $ 87.50 $ 8,750.00 78.710 I $ 6,887.13 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 47 $ 100.00 $ 4,700.00 30.720 $ 3,072.00 760.001 CLEANING AND RESHAPING DITCHES LF 720 $ 4.00 $ 2,880.00 0.000 $ $ 34,238.00 $ 23,600.13 Dallas Ave.(8th St to Thomas Blvd) 251.001 REWORKING BASE COURSE(6")(ORD COMP) SY 3,500 $ 2.00 $ 7,000.00 2640.000 $ 5,280.00 247.001 FLEX BASE(TY A)(GR 2)(2")(COMPL IN PL) SY 3,500 $ 7.00 $ 24,500.00 2640.000 $ 18,480.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(DC) SY 3,500 $ 2.00 $ 7,000.00 2640.000 $ 5,280.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN PL) TON 56 $ 220.00 $ 12,320.00 41.000 $ 9,020.00 j 310.001 PRIME COAT(AE-P) GAL 700 $ 4.00_ $ 2,800.00 750.000 $ 3,000.00 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 303 $ 87.50 $ 26,512.50 260.600 $ _ 22,802.50 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON _ 142 $ 100.00 $ 14,200.00 22.900 $ 2,290.00 340.003 D-GR HMA TY-0 PG64-22(1.5"-3")(DRWYS) TON 76 $ 100.00 $ 7,600.00 12.000 $ 1,200.00 479.002 ADJUSTING MH(LIDS&COVERS) EA 3 f s 100.00 $ 300.00 0.000 $ - $ 102,232.50 $ 67,352.50 Original Original Item No. Description 1 Unit quantity Unit Price Amount New Quantity New Amount Davis Ave(Hwy 365 to Dorsey St) 251.001 REWORKING BASE COURSE(6")(ORD COMP) SY 5,086 $ 2.00 $ 10,172.00 5002.000 $ 10,004.00 247.001 FLEX BASE(TY A)(OR 2)(2")(COMPL IN PL) SY 5,086 $ 7.00 $ 35,602.00 5002.000 $ 35,014.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(DC) SY 5,086 $ 2.00 $ 10,172.00 5002.000 $ 10,004.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN PL) TON 81 $ 220.00 $ 17,820.00 78.100 $ 17,182.00 310.001 PRIME COAT(AE-P) GAL _ 1,017 $ 4.00 $ 4,068.00 1000.000 $ 4,000.00 340.001 0-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 441 $ 87.50 $ 38,587.50 439.000 $ 38,412.50 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 71 $ 100.00 $ 7,100.00 10.120 $ 1,012.00 340.003 D-GR HMA TV-D PG64-22(1.5"-3")(DRWYS) TON 170 $ 100.00 $ 17,000.00 57.340 $ 5,734.00 760.001 CLEANING AND RESHAPING DITCHES LF 5,086 $ 4.00 $ 20,344.00 3540.000 $ 14,160.00 $ 160,865.50 $ 135,522.50 Diamond Ave(60th to 63rd St) 251.001 REWORKING BASE COURSE(6") (ORD COMP) SY 5,948 $ 2.00 $ 11,896.00 6,621.00 $ 13,242.00 247.001 FLEX BASE(TY A)(OR 2)(2") (COMPL IN PL) , SY 5,948 $ 7.00 $ 41,636.00 6,609.00 $ 46,263.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(DC) SY 5,948 $ 2.00 $ 11,896.00 6,609.00 $ 13,218.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN PL) TON 95 $ 220.00 $ 20,900.00 94.50 $ 20,790.00 310.001 PRIME COAT(AE-P) GAL 1,190 $ 4.00 $ 4,760.00 1,000.00 $ 4,000.00 340.001 D-GR I IMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 515 $ 87.50 $ 45,062.50 510.10 $ 44,633.75 340.002 D-GR HMA TV-D PG64-22(1.5")(TRANSITIONS) TON 95 $ 100.00 $ 9,500.00 53.44 $ 5,344.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 139 $ 100.00 $ 13,900.00 41.22 $ 4,122.00 479.002 ADJUSTING MH(LIDS&COVERS) EA 2 _ $ 100.00 $ 200,00 r, 3.00 $ 300.00 760.001 CLEANING AND RESHAPING DITCHES _ LF 5,948 $ 4.00 $ 23,792.00 4,030.00 $ 16,120.00 $ 183,542.50 $ 168,032.75 Hazel Ave(61st St to Hwy 73 Access Rd) 251.001 REWORKING BASE COURSE(6")(ORD COMP) SY 2,109 $ 2.00 $ 4,218.00 8379.000 $ 16,758.00 247.001 FLEX BASE(TY A)(GR 2)(2")(COMPL IN PL) SY 2,109 $ 7.00 $ 14,763.00 8379.000 $ 58,653.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(DC) SY 2,109 $ 2.00 $ 4,218.00 7581.000 $ 15,162.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN PL) TON 34 $ 220.00 $ 7,480.00 123.000 $ 27,060.00 T 310.001 PRIME COAT(AE-P) GAL 422 $ 4.00 $ 1,688.00 1150.000 $ 4,600.00 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 183 $ 87.50 $ 16,012.50 696.500 $ 60,943.75 340.002 D-GR HMA TV-D PG64-22(1.5")(TRANSITIONS) TON 118 $ 100.00 $ 11,800.00 80.890 $ 8,089.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 19 $ 100.00 $ 1,900.00 45.480 $ 4,548.00 760.001 CLEANING AND RESHAPING DITCHES LF 1,998 $ 4.00 $ 7,992.00 4730.000 $ 18,920.00 $ 70,071.50 $ 214,733.75 Houston Ave(H.O.Mills to Linkwood) 340.001 D-GR HMA TY-D PG64-22(2")(SURFACE COURSE) TON 350 $ 87.50 $ 30,625.00 448.560 $ 39,249.00 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 95 $ 100.00 $ 9,500.00 15.970 $ 1,597.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON _ 28 $ 100.00 $ 2,800.00 15.990 $ 1,599.00 479.002 ADJUSTING MH(LIDS&COVERS) EA 3 $ 100.00 $ 300.00 3.000 $ 300.00 760.001 CLEANING AND RESHAPING DITCHES I-F 2,480 $ 4.00 $ 9,920.00 1523.000 $ 6,092.00 $ 53,145.00 I$ 48,837.00 Original Original Item No. Description • Unit - quantity Unit Price Amount New Quantity New Amount Lousiana Ave(Weaver St to Hwy 365 Service Road) 340.001 D-GR HMA TY-D PG64-22(2")(SURFACE COURSE) TON _ 154 $ 87.50 $ 13,475.00 66.840 $ 5,848.50 340.002 D-GR HMA TY-D PG64 22(1.5")(TRANSITIONS) TON 24 $ 100.00 $ 2,400.00 0.000 $ - 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 13 $ 100.00 $ 1,300.00 3.000 $ 300.00 760.001 _CLEANING AND RESHAPING DITCHES LF 1,598 $ 4.00 $ 6,392.00 1157.000 $ 4,628.00 _$ 23,567.00 $ 10,776.50 Mississippi Ave(Dorsey to Hall St) _ _ 251.001 REWORKING BASE COURSE(6")(ORD COMP) SY 2,457 $ 2.00 $ 4,914.00 2458.000 $ 4,916.00 247.001 FLEX BASE(TY A)(GR 2)(2")(COMPL IN PL) SY 2,457 $ 7.00 $ 17,199.00 2458.000 $ 17,206.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(DC) SY 2,457 $ 2.00 $ 4,914.00 2458.000 $ 4,916.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN PL) TON _ 39 $ 220.00 $ 8,580.00 38.400 $ 8,448.00 310.001 PRIME COAT(AE-P) GAL 491 $ 4.00 $ 1,964.00 700.000 $ 2,800.00 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 213 $ 87.50 $ 18,637.50 211.180 $ 18,478,25 340.002 D-GR HMA TV-D PG64-22(1.5")(TRANSITIONS) _ TON 118 $ 100.00 $ 11,800.00 6.240 $ 624.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 38 y$ 100.00 $ 3,800.00 13.000 $ 1,300.00 760.001 CLEANING AND RESHAPING DITCHES _ IF 2,602 $ 4.00 $ 10,408.00 3572,000 $ 14,288.00 $ 82,216.50 $ 72,976.25 Pastel Ave(Hwy 73 to D.E. 340.001 D-GR HMA TY-D PG64-22(2")(SURFACE COURSE) TON 279 $ 87.50 $ 24,412.50 332.66 $ 29,107.75 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 24 $ 100.00 $ 2,400.00 15.55 $ 1,555.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 22 $ 100.00 $ 2,200.00 10.45 $ 1,045.00 760.001 CLEANING AND REHAPING DITCHES IF 2,127 $ 4.00 $ 8,508.00 1.551.00 $ 6,204.00 $ 37,520.50 $ 37,911.75 Sassine Ave.(Hwy 365 to Weaver) 251.001 REWORKING BASE COURSE(6")(ORD COMP) SY 2,259 $ 2.00 $ 4,518.00 1731.000 $ 3,462.00 247.001 FLEX BASE(TY A)(GR 2)(2")(COMPL IN PL) SY 2,259 $ 7.00 $ 15,813.00 1731.000 $ 12,117.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(DC) SY 2,259 $ 2.00 $ 4,518.00 1731.000 $ 3,462.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN PL) TON 36 $ 220.00 $ 7,920.00 30.000 $ 6,600.00 310.001 PRIME COAT(AE-P) GAL 452 $ 4.00 $ 1,808.00 450.000 $ 1,800.00 340.001 D-GR HMA TV-D PG64-22(1.5")(SURFACE COURSE) TON 196 $ 87.50 $ 17,150.00 133.930 $ 11,718.88 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 95 $ 100.00 $ 9,500.00 22.470 $ 2,247.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON SO $ 100.00 $ 5,000.00 15.400 $ 1,540.00 479.002 ADJUSTING MH(LIDS&COVERS) EA 1 $ 100.00 $ 100.00 1.000 $ 100.00 760.001 CLEANING AND RESHAPING DITCHES LF 2,140 $ 4.00 $ 8,560.00 1177.000 $ 4,708.00 $ 74,887.00 $ 47,754.88 Original Original Item No. Description Unit Quantity Unit Price _ Amount New Quantity New Amount Shirley St(W.P.Arthur Rd to 58th St) 251.001 REWORKING BASE COURSE(6")(ORD COMP) SY 5,556 $ 2.00 $ 11,112.00 5513.000 $ 11,026.00 247.001 FLEX BASE(TV A)(GR 2)(2")(COMPL IN PL) SY 5,556 $ 7.00 $ 38,892.00 5513.000 $ 38,591.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(DC) SY 5,556 , $ 2.00 $ 11,112.00 5513.000 $ 11,026.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN Pt) TON 89 $ 220.00 $ 19,580.00 90.000 $ 19,800.00 310.001 PRIME COAT(AE-P) GAL 1,111 $ 4.00 $ 4,444.00 950.000 $ 3,800.00 340.001 D-GR HMA TV-D PG64-22(1.5")(SURFACE COURSE) TON 481 $ 87.50 $ 42,087.50 506.440 $ 44,313.50 340.002 TON 165 $ 100.00 $ 16,500.00 33,090 $ 3,309.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 113 $ 100.00 $ 11,300.00 35.790 $ 3,579.00 479.002 ADJUSTING MH(LIDS&COVERS) EA 1 $ 100.00 $ 100.00 2.000 $ 200.00 760.001 CLEANING AND RESHAPING DITCHES LF 5,000 $ 4.00 $ 20,000.00 4169.000 $ 16,676.00 $ 175,127.50 $ 152,320.501 Shirley St(58th St to Ray Ave) 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 393 $ 87.50 $ 34,387.50 409.670 $ 35,846.13 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 71 $ 100.00 $ 7,100.00 28.200 $ 2,820.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 85 $ 100.00 $ 8,500.00 27.530 $ 2,753.00 340.004 D-GR HMA TY-D PG64-22(1.5"-2")(LEVEL UP) TON 39 $ 100.00 $ 3,900.00 0.000 $ - 760.001 CLEANING AND RESHAPING DITCHES LF 4,538 _$ 4.00 $ 18,152.00 3511.000 $ 14,044.00 $ 72,039.50 $ 55,463.13 Shortline Ave.(W.50th St to D.E.) 251.001 REWORKING BASE COURSE(4")(ORD COMP) SY 1,436 $ 2.00 $ 2,872.00 1464.000 $ 2,928.00 247.001 FLEX BASE(TY A)(GR 2)(4")(COMPL IN PL) _ SY 1,436 $ 7.00 $ 10,052.00 1464.000 $ 10,248.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(DC) SY 1,436 $ 2.00 $ 2,872.00 1464.000 $ 2,928.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN PL) TON 23 $ 220.00 $ 5,060.00 25.000 $ 5,500.00 310.001 PRIME COAT(AE-P) GAL 287 $ 4.00 $ 1,148.00 300.000 $ 1,200.00 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 124 $ 87.50 $ 10,850,00 122.740 $ 10,739.75 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 95 $ 100.00 $ 9,500.00 3.000 $ 300.00 340.003 D-GR HMA TY-D PG64.22(1.5"-3")(DRWYS) TON 38 $ 100.00 $ 3,800.00 12.600 $ 1,260.00 479.002 ADJUSTING MH(LIDS&COVERS) EA 1 $ 100.00 $ 100.00 1.000 $ 100.00 760.001 CLEANING AND RESHAPING DITCHES LF 1,292 $ 4.00 $ 5,168.00 907.000 $ 3,628.00 $ 51,422.00 $ 38,831.75 1 Weaver St(Sassine to Lousiana) 251.001 REWORKING BASE COURSE(4")(ORD COMP) SY 1,257 $ 2.00 $ 2,514.00 1163.000 $ 2,326.00 247.001 FLEX BASE(TY A)(GR 2)(4")(COMPL IN PL) SY 1,257 $ 7.00 $ 8,799.00 1163.000 $ 8,141.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(DC) SY 1,257 $ 2.00 $ 2,514.00 1163.000 $ 2,326.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL IN PL) TON 20 $ 220.00 $ 4,400.00 20.000 $ 4,400.00 310.001 PRIME COAT(AE-P) GAL 251 $ 4.00 $ 1,004.00 250.000 $ 1,000.00 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 109 $ 87.50 $ 9,537.50 117.970 $ 10,322.38 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 24 $ 100.00 $ 2,400.00 8.510 $ 851.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 13 $ 100.00 $ 1,300.00 12.430 $ 1,243.00 760.001 _CLEANING AND RESHAPING DITCHES LF 1,508 $ 4.00 $ 6,032.00 1156.000 $ 4,624.00 $ 38,500.50 $ 35,233.38 Item No. Description Unit Original Unit Price Original New Quantity New Amount Quantity Amount Miscellaneous _ 104.002 REMOVING CONCRETE(8"-12")(MONO CURB)(INCL SAW CUT) IF 2,448 $ 1.00 $ 2,448.00 0.000 $ L 164.001 SEEDING FOR EROSION CONTROL (CEL FBR MLCH)(PERM) AC 20 $ 2,000.00+$ 40,000.00 0.000 $ 204.001 SPRINKLING MG 70 $ 50.00 $ 3,500.00 54.000 $ 2,700.00 500.000 MOBILIZATION(NOT TO EXCEED 5%OF ADJUSTED CONTRACT AMT) LS 1 $ 100,000.00 $ 100,000.00 1.000 $ 100,000.00 _ 502.001 BARRICADES,SIGNS,AND TRAFFIC HANDLING MO 5 $ 5,000.00 $ 25,000,00 8.000 $ 40,000.00 506.001 TEMP SEDMT CONT LOGS(INSTALL&REMOVE)(6") EA 20 $ 100.00 $ 2,000.00 16.000 $ 1,600.00 529.002 CONCRETE CURB MONO(8"-12") (CL A)(COMPL IN PL) IF 2,448 $ 1.00 $ 2,449.00 0.000 $ - 529.003 RESTRAINING BLOCK(6"X 10")(COMPL IN PL) LT 1,728 $ 1.00 $ 1,728.00 0.000 $ $ 177,124.00 $ 144,300.00 DEDUCT $ 722,740.25 $ 2,213,300.25 NEW CONTRACT ORIGINAL CONTRACT AMOUNT $ 2,936,040.50 AMOUNT $ 2,213,300.25 ORIGINAL CONTRACT AMOUNT: $ 2,936,040.50 NET FROM PREVIOUS CHANGE ORDERS: $ • TOTAL AMOUNT OF THIS CHANGE ORDER NO.1: $ (722,740.25) PERCENT OF THIS CHANGE ORDER NO.1: -24.62% TOTAL PERCENT CHANGE ORDERS NO.1: -24.62% FINAL CONTRACT AMOUNT: $ 2,213,300.25 TWENTY-FIVE(25)CALENDAR DAYS HAVE BEEN ADDED TO THE CONTRACT BY CHANGE ORDER NO.1 NOTICE TO PROCEED DATE:JUNE 21,2021 NUMBER OF CALENDAR DAYS FOR PROJECT: 200 ORIGINAL CONTRACT COMPLETION DATE: JANUARY 7,2021 NUMBER OF ADDITIONAL CALENDAR DAYS REQUESTED:150 NEW CONTRACT COMPLETION DATE: (MONDAY)JUNE 6,2022 Ron Burton,City Manager QUANTITIES VARIFIED BY: S'-----......)c., J ......„ ._ �-e r e vvn rn YY1 l f Jeremy emmings, oje t Manager LD Construction Gregory K.Casmire,EIT,Project Inspector APPROVED BY: John Cannatella,P.E.,City Engineer Jennifer Ed a s,BAAS,MPA APPROVED BY:0Fl wile C.Roberts T,MEng,MBA -Public Works Director Clifton Williams,CPPB,Purchasing Manager L EXHIBIT B CERTIFICATE OF SUBSTANTIAL COMPLETION Purchase Order No.: 12 s -cc Z i - 7 9 Project Name: A °I`2-Q ° fry h L� Pe r-i" A r-411•1✓' Contractor: L+� Gc,r� �1'�c t�Q h Description of Work: ccl The work performed under this contract has been reviewed and found to be substantially complete.The date of substantial completion is hereby established as i / t+-1 120 LZ KNOW ALL MEN BY THESE PRESENTS: 1.) The stage of construction where,in the opinion of the City of Port Arthur,all items of the work necessary to enable the assets to be utilized without restrictions for the purpose for which the asset was constructed have been completed;and 2.) All pay items are complete and all necessary testing as required by the Laws and Regulations and/or Contract Documents have all been completed. Punch List All list of items to be completed or corrected,prepared by the CON I'RACTOR and verified and amended by the ENGINEER, is attached hereto.The failure to include any items on such list does not alter the responsibility of the CONTRACTOR to complete all work in accordance with the contract documents.The CONTRACTOR shall complete or correct the work on the list of items attached hereto within in 60 days from the above date of substantial completion.The responsibilities shall be as set out in the Contract Documents or on the attached hereto. If not specified in and an attachment or in the Contract Documents the CONTRACTOR is responsible for maintenance,utilities and insurance. CONTRACTOR NAME SIGNA DATE RECOMMENDED FOR ACCEPTANCE ENGINEER NAME SIGNATURE DATE The City of Port Arthur accepts the work as Substantially Complete.City of Port Arthur;Department of Public Works. PROJECT MANAGER SIGNATURE DATE CITY ENGINEER RE DAT PUBLIC WORKS DIRECTOR URE D E EXHIBIT C CONTRACTOR'S CERTIFICATE AND RELEASE FROM: Co r s 0"i o (Name of Contractor) TO: Cam'-. a-F Pv fir+1��r (Owner) REFERENCE CONTRACT NO.: u-S T.1- 17 9 CONTRACT ENTERED INTO THE Z 1 DAY OF Son 2 Zu Z 1 BETWEEN THE CITY OF PORT ARTHUR AND LD ( r OF tti . TX FOR THE PROJECT 20101-Zciz-O St r4. Z.6ha& P v°jraw� KNOW ALL MEN BY THESE PRESENTS: 1.) The undersigned hereby certifies that there is due from,and payable by,the Owner to the Contractor under the contract and duly approve Change Orders and modification the balance of $ 331-113s 1 . 3S- 2.) The undersigned further certifies that in addition to the amount set forth in Paragraph 1,there are outstanding and unsettled the following items which he claims are just and due and owing by the Owner to the Contractor: a. b. c. d. (Itemize claims and amounts due,if none,so state) 3.) The undersigned further certifies that all work required under this contract, including work required under Change Order(s)numbered ) ,has been performed in accordance with the terms thereof,and that there are no unpaid claims for materials,supplies,or equipment and no claims of laborers or mechanics for unpaid wages arising out of the performance of this contract,and that the wage rates paid by the contractor were in conformity with the contract provisions relating to said wage rates. 4.) Except for the amounts stated under Paragraphs 1 and 2 hereof,the undersigned has received from the Owner all sums of money payable to the undersigned under,or pursuant to,the above-mentioned contract or any modifications or changes thereof. 5.) That in consideration of the payment of the amount stated in Paragraph 1 hereof,the undersigned does hereby release the Owner and Operator from any all claims arising under or by virtue of this contract, except the amount listed in Paragraph 2 hereof due from the owner,provided however,that if any reason the Owner does not pay the full amount stated in Paragraph 1 hereof,said deduction shall not affect the validity of this release,but the amount so deducted shall be automatically included under Paragraph 2 as an amount which the Contractor has not released but will release upon payment thereof.The Contractor further certifies that upon the payment of the amount listed in Paragraph 2 hereof,and of an amount which may be deducted from Paragraph 1 hereof,he will release the Owner and Operator from any and all claims of any nature whatsoever arising out of paid contract modification thereof,and will execute such further releases or assurances of the Owner and Operator may request. 1 IN WITNESS WHEREOF,the undersigned has signed and sealed this instrument this ZI sr day of ,1(\ arc ,2022. L D C.GnS)- 'cc,o', {SEAL} (Contractor) BY: 442,4 (Signature T('()Nilt7OCA Sun (Printed Nam itle of rcer ,t,u j ocA Sc.)r ,being first duly sworn on oath,deposes and says,First,that,he/she is the (Affiant) C:\ r of C u ns i tr C._+ o r1 (Title) (Name of Company) Second,that he/she has read the foregoing certificate by him/her subscribed as /h on o,cat,e- (Title) of (Name of Company) Affiant further states that the matters and things stated herein are true. (Affiant) Subscribed and sworn to before me this Z`j f day of . 2022. My commission expires V 9/19/1 NOTARY .or•• • VICKILYTLE • My Notary ID#1060247 ; 2 Ex irrs Ma 29 2025 EXHIBIT D CONTRACTOR'S CERTIFICATE OF WARRANTY FROM: Cc•,�-t-�e c9 n (Name of Contractor) TO: 3 P() 1 ,4r-}6v✓- (Owner) REFERENCE CONTRACT NO.: -eS $ Z fr 17 9 CONTRACT ENTERED INTO THE Z A DAY OF BETWEEN THE CITY OF PORT ARTHUR AND Li) it.) OF Q C'.GVvy,o,ni- t l FOR THE PROJECT ZU i C—ZU hc-iN Pc U pro v� KNOW ALL MEN BY'THESE PRESENTS: 1.) U ) Co v,.s+ ) 0 does hereby guarantee all of the work done under the (Name of Contractor) above referenced contract to be free from faulty materials in every particular,and free from improper workmanship,and against injury from proper and usual wear;and agrees to replace or re-execute without cost to the Owner and Operator such work as may be found to be improper or imperfect,and to make good all damage caused to other work or materials due to such required replacement or re-execution. 2.) This guarantee shall cover a period of one(1)year from the date of acceptance of all work under this contract by Owner,as evidenced by the Contractor's Certificate of Completion. 3.) This Certificate is given in connection with the final payment under the contract between the Owner and „-) ,and with the knowledge that it will be relied upon in (Name of Contractor) Making such payment and that such payment would not be made except upon the truth of the matter contained in this affidavit. ..s-r IN WITNESS WHEREOF,the undersigned has signed and sealed this instrument this Z I day of ' Gv-C\m ,2022. )) Ls LC�YIy� +vU�it3"l {SEAL} (Contractor) BY: t iDO CIS()h (Printed Namd/litle of Officer) 1-Warranty Tro. 1> r ,being first duly sworn on oath,deposes and says,First,that,he/she is the (Affiant) ./\1\ G,.�c e r' of Cv'n54 user- (Title) (Name of Company) Second,that he/she has read the foregoing certificate by him/her subscribed as P'\c c r- (Title) of (Name of Company) Affiant further states that the matters and things stated herein are true. (Affi t) Subscribed and sworn to before me this // day off ,2022. My commission expires '/L9//' /5 NO ARY VICKI LYTLE `•: �� :- My Notary ID#1060247 ixotrOLMIY26.2025 - 2-Warranty EXHIBIT E CONTRACTOR'S CERTIFICATE OF DEBTS PAID PROJECT: C.' P ZO icl ZC1ZO LOCATION: Port Arthur, Texas OWNER: City of Port Arthur STATE OF TEXAS; COUNTY OF JEFFERSON; The undersigned hereby certifies that, except as listed below,payment has been made in full and all obligations have otherwise been satisfied for all materials and equipment furnished for all work, labor, and services preformed and for all known indebtedness and claims against the Contractor for damages arising in any manner in connection with the performance of the Contract referenced above for which the Owner's property might in a way be held responsible or encumbered. Exceptions: Contractor: L CcrnS17rvc..A—u , Texas Signature: Printed Name: 2.r e w�� �-}e w,yr;n.s_5 Date: S S 1 Zo zZ Subscribed and sworn to before me this 9/A day of /( , 2022 1 My commission expires: //9 /!O)j l NOTARY ;i}'"Y"!.. VICKI LYTLE ,� .;:3 My Notary ID#1060247 , : Expires May 29 2025 EXHIBIT F 1 PROJECT ACCOMPLISHMENT PAYMENT APPLICATION CITY OF PORT ARTHUR 2019-2020 STREET REHAB PROGRAM(VARIOUS tractor, LD CONSTRUCTION Original Contract Amount: 52,936,040.50 Percent of Work Donn 75% Pay Application Number. 10.Retalnige Project LOCATIONS) Number. Address: 148 S.Dowlen Rd 0694,Beaumont,Tx 77707 Original Contract Time: 200 Calendar Days Percent of Time Used: 127% Invoice Date:April 8,2022 P.O.NO. Telephone: 409-866-7267 Start Date: 21 June 2021 lime Used: 254 Perlod Ending:March 31,2022 Email: ig em7 cwut uctonPBmall Com Completion Date: 07 January 2022 Page 1 of 7 Base Bid Original 81d Contract Change Order No.1 Amended New Contract Previously Paid Due This Period Taal to Date Item No.I Description Unit Quantity Unit Price Amount Quantity Unit Price Amount Quantity Unit Price Amount Quantity Amount Quantity Amount Quantity Amount I 4 14th St(Houston to Forthworth Ave) 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 208 $ 87.50 $ 18,200.00 35.51 $ 87.50 $ 3,107.13 243.51 $ 87.50 S 21,307.13 243.51 S 21,307.13 $ - 243.51 $ 21,307.13 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 71 $ 10(1.00 $ 7,100.00 -55.46 S 100.00 $ (5,546.00) 15.54 $ 100.00 $ 1,554.00 15.54 $ 1,554.00 5 - 15.54 $ 1,554.00 340.003 D-GR HMA TY-0 PG64-22(1.5"-3"))DRWYS) TON 54 $ 100.00 $ 5,400.00 -38.46 $ 100.00 $ (3,846.00) 15.54 $ 100.00 $ 1,554.00 15.54 $ 1,554.03 5 - 15.54 $ 1,554.00 340.004 D-GR HMA TY-D PG64-22(1.5"-2")(LEVEL UP) TON 10 5 100.00 $ 1,000.00 15.54 $ 100.00 $ 1,554.00 25.54 $ 100.00 $ 2,554.00 25.54 $ 2,554.00 $ - - 25.54 $ 2,554.00 760.001 CLEANING AND RESHAPING DITCHES IF 2,166 $ 4.00 $ 8,664,00 -641.00 $ 9.00 $ (2,564.00) 1525.00_5 4.00 $ 6,100.00 1525.00 5 6,100.00 $ - 1525.00 $ 6,100.00 SUB TOTAL $ 40,364.00 _$ (7,294.881 _$ 33,069.13 $ 33,069.13 5 $ 33,069.13 4 14th St(Forthworth to Austin Ave) 340.001 D-GR HMA TY-0 PG64-22(1.5")(SURFACE COURSE) TON 111 $ 87,50 $ 9,71250 -25.81 $ 87.50 S (2,258.38) 85.19 $ 87.50 5 7,454.13 85.19 $ 7,454.13 5 - 85.19 $ 7,454.13 340.002 D-GR HMA TY-D PG64-22(1.51(TRANSITIONS) TON 47 _5 100.00 $ 4,700.00 -47.00 $ 100.00 $ (4,700.00) 0.00 $ 100.00 5 - 0.005 - $ . 0.00 5 340.003 D-GR HMA TY-0 PG64-22(1.5'-3")(DRWYS) TON 19 $ 100.00 $ 1,900.00 -11.30 S 100.00 $ (1,130,00)_ 7.70,S 100.00 $ 770.00 7.70 S 770.60 $ - 7.70-5 770.00 340.004 D-GR HMA TY-0 PG64-22(1.5,2")(LEVEL UP) TON_ 6 $ 100.00 5 600.00 -6.00 $ 100.00 $ (600.01 0.00 5 100.00 $ - 0.00 $ $ - 0.00 $ SUB TOTAL _ S 16,912.50 -$ (8,63838) S 8,224.13 5 8,224,13_ -$ ,5 8,224.13 4 14th St(Austin to Stillwell Blvd)) 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 716 $ 87.50 $ 62,650.00 -39.04 $ 87,50-$ (3,416.001 676.96 $ 8750 S 59,234.00 676.96 $ 59,234.00 $ - 676.96 S 59.234.00 340.002 D-GR HMA TY-D PG64.22(1.5")(TRANSITIONS) _TON 260 $ 100.00 $ 26,000.00 -144.00 $ 100.00 5 (14,400.00) 116.00 5 100.00 $ 11,600.00 116.00 S 11,600.00 $ - - 116.00 $ 11.600,00 340.003 D-GR HMATY-D PG64-22(1.5"-3")(DRWYS) TON 186 $ 100.00 S 18,600.00 -107,95 $ 100.00-5 (10,795.00) 78.05 $ 100.00 5 7,805.00 78.05 S 7,805.00 l$ • 78,05 S 7,805.00 340.034 D-GR HMA TY-D PG64-22(1.5"-2")(LEVEL UP) TON 36 5 100.00 5 3,600.00 124.38 $ 100.00 $ 12,438.00 160.38 5 100.00 5 16,038.00 160.38 $ 16,038.00 5 160.38 $ 16,038.00 SUB TOTAL $ 110,850.00 �$ (16,173.00) $ 91,677.00 $ 94,677.00 $ - _ 5 94,677.00 4 50th St(linkwood to Shoreline St) 340.001 D-GR HMA TY-D PG64-22(2")(SURFACE COURSE) TON 267 $ 87.50 $ 23,362.50 -14.69 $ 87.50 $ (1,285.38) 252.31 $ 87.50 $ 22,077.13 252.31-5 22,077.13 $ - 252.31 $ 22,077.13 340.002 D-GR HMA TY-0 PG64-22)1.5")(TRANSITIONS) TON 47 $ 100.00 $ 4,700.00 -3296 $ 100.00 5 (3,296.001 14.04 $ 100.00 $ 1,404.00_ 14.04 5 1,404.00 $ - 14.04 $ 1404.00 340.003 D-GR HMA TY-D PG64-22(1.5,3")(DRWYS) TON 25 5 100.00 5 2,500.00 -12.50 5 100.00 $ (1,250.001 12.50 5 100.00 5 1,250.00 12.50 S 1,250.00 5 - 1250 5 1250.00 760.001 CLEANING AND RESHAPING DITCHES LF 2,192 S 4.00 S 8,768.00_ 379.00 $ 4.00 $ 1,516.00 2571.00 5 4.00 $ 10,284.00 2571.00 S 10,284.00 5 - _ 2571.00 $ 10,284.00 SUBTOTAL _$ 39,33050 $ (4,31538) 5 35,015.13 $ 35,01513 $ - $ 35.015,13 4 60th St(Hazel Ave to Diamond St) 251.001 REWORKING BASE COURSE(6"1(ORD COMP) 5Y _ 4,360 5 2.00 $ 8,720.00 604.00 S 2.00 S 1,208.00 4964.00 S 2.00 $ 9,928.00 4964110 $ 9.928.00 4964.00 $ 9,928.00 247.001 FLEX BASE(TY AI)GR 2112")ICOMPL IN PL) SY 4,360 $ 7.00 S 30,520.00 484.00 $ 7-00 5 3,388.00 4844.00 S 7.00 S 33,908.00 4844,00 5 33,908.60 4844.00 $ 33,908.00 275.001 CEMENT TREAT(MIX EXSTMTL&NWBSI(e')(OC) SY 4.360 $ 2.00 $ 8,720.00 484.00 $ 2.00 $ 968.00 4844.00 $ 2.00 S 9,688.00 4844.00 $ 9,688.00 _ _ 4844.00 $ 9,688.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL TON 70 $ 220,00 S 15,400.00 0.00 $ 220.00 $ - 70.00 $ 220.00 5 15,400.00 70.00$ 15,40040 $ - - 70.06 $ 15,400.00 310.001 PRIME COAT)AE-P) GAL 872 $ 4.00 5 3,488.00 -22.00 $ 4.00 $ (88.00) 850.00 $ 4.00 $ 3.400.00 850.00 $ 3,400.00 5 850.00 5 3.400.00 340.001 D-GR HMA TY-D PG64-22(2")(SURFACE COURSE) TON 378 $ 87.50 $ 33,075.00 -3.21 $ 87.50 S (280.87) 374.79 5 87.50 $ 32.794.13 374.79 $ 32,75413 $ • 374.79 $ 32,794,13 340.002 D-GR HMA TY-0 PG64-22(1.5")(TRANSITIONS( TON 95 _$ 100.00 5 9,500.00 -86.00 $ 100.00 $ (8,600.001 9-00 5 100.00 S 900.00 9.00-5 900.00 $ 9.00 5 900.00 340.003 0-GR HMA TY-D PG64-22)1.5"-3")(DRWYS) TON 82 $ 100.00 $ 8,200.00 -48.88 $ 100.00 $ (4,888.00) 33.12 5 100.00 $ 3,312.00 33.12 $ 3,312.00 $ • 33.12 5 3,312.60 760.001 CLEANING AND RESHAPING DITCHES LF 4,360 _$ 4.00 $ 17,440.00 -1,072.00_$ 4.00 5 (4,288.00) 3288.00 $ 4.00 $ 13,152.00 3288.00 $ 13,152.00 $ - 3288.00 5 13,152.00 SUBTOTAL $ 135,063.00 $ (12,580.88) S so,158,13 $ 122,482.13 $ - $ 122,482.13 - 4 60th St(Diamond St to Levee) 340.001 D-GR HMA TY-D PG64-2211.5")(SURFACE COURSE) TON 214 _S 8730 $ 18,725.00 9.22 _$ 87.50 $ 806.75 223.22 $ 87.50 5 19,531.75 223.22 S 19,531.75 _$ - _ 223.22 $ 19,531.75 340.003_D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 32 $ 100.00 $ 3,200.00 -11.60 $ 100.00 $ (1,160.001_ 20.40 $ 100.00 S 2,040.00 20.40 $ 2,040.60 $ - 20.40 $ 2,040.00 340.004 D-GR HMA TY-D PG64-22(1.5"-2")(LEVEL UP) TON 11 S 100.00 $ 1,100.00 4.10 $ 100.00 5 410.00 15.10 S 100.00 5 1,510.00 15.10 $ 1,51060 $ - _ 15.10 $ 1,510.00 SUB TOTAL $ 23,025.00 $ 56.75 $ 23,081.75 $ 23,08275., $ 23081,75 Page 1 of 7 2 Base Bid Original Bid Contract Change Order No.1 Amended New Contract Previously Paid Due This Period Total to Date Item No. Description Unit Quantity_ Unit Price Amount Quantity Unit Price Amount Quantity Unk Prke Amount Quantity Amount Quantity Amount _ Quantity Amount 4 63rd 5t(Jade Ave to Kathy-Bobby St) 340.001 D-GR HMATY-D PG64.22(1.51,(SURFACE COURSE) TON 339 $ 87.50 $ 29,662.50' -53.70 .$ 8750 $ (4,698.75) 285.30 $ 87.50 $ 24,963.75 285.30 $ 24,963.75 _ $ - 285.30 S 24,963.75 340.002 D-GR HMA TY-D PG64-22(1.5°)(TRANSITIONS) TON 47 $ 100.00_5 4,700.00 -42.00 _$ 100.00 $ (4,200.00), 5.00 $ 100.00 $ 500.00 5.00 $ S00.00 $ - 5.00 $ 500.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3"(IDRWYS( TON 72 _$ 100.00 S 7,200.00_ -40.98 S 100.00 $ (4,098.00) 31.02 $ 100.00 $ 3,102.00 31.02 S 3,102.00 $ - 31.02 $ 3,102.00 340.004 D-GR HMA TY-D PG64-22(1.5°-2")(LEVEL UP) TON 17 $ 100.00 S 1,700.00 -17.00 $ 100.00 $ (1,700.00) 0.00 $ 100.00 $ - 0.00 $ - $ - 0.00 $ SUB TOTAL $ 43,262.50 $ (14,6%.75) _$ 78,565.75 $ 28,565.75 $ - $ 28,565.75 4 63rd St(Pat Ave to Diamond St) 251.001 REWORKING BASE COURSE(6")(ORD COMP) SY 15,341 $ 2.00 $ 30,682.00 -7,370.00 $ 2.00 $ (14,740.00) 7971.00 S 2.00 $ 15,942.00 7971.00 $ 15,942.0C S - 7971.00 $ 15,942.00 247.001 FLEX BASE(TY A)(GR 2((2")(COMPL IN PL) _ SY 15,341 S 7.00 5 107,387.00 -7,370.00 $ 7.00 $ (51,590.00) 7971.00 $ 7.00 $ 55,797.00 7971.00 $ 55.797.0C 5 • 7971.00 $ 55,797.00 275.001 CEMENT TREAT(MIX EXST MIL&NW 85)(8")(DC( SY 15,341 5 2.00 $ 30,682.00 -7,370.00 5 2.00 S (14,740.00) 7971.00 5 2.00 5 15,942.00 7971.00 S 15.942.0C $ 7971.00 $ 15,942.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT((DEL)(COMPL TON 245 _$ 220.00 $ 53,900.00 -124.50 $ 220.00_5 (27,390.00) 120.50 $ 220.00 $ 26,510.00 120.50 $ 26.510.0C $ - 120.50 5 26,510.00 310.001 PRIME COAT(AE-P) GAL 3,068 $ 4.00 5 12,272.00 -2,068.00_$ 4.00 $ (8,272.00) 1000.00 5 4.00 5 4,003.00 1000.00 $ 4,000.00 $ 1000.00 $ 4,000.00 340.001 0-GR HMA TY-D PG64.22(2")(SURFACE COURSE) TON 1.772 $ 87.50 $ 155,050.00 -1,092.47 $ 87.50 $ (95591.13) 679.53 $ 87.50 $ 59.4513.88 679.53 $ 59,458.81 $ • 67953 $ 59,458.88 340.002 D-GR HMA TY-D PG64-22(1.5°)(TRANSITIONS) TON 95 $ 100.00 5 9,500.00 -87.25 $ 100.00 $ (8,725.00) 7.75 5 100.00 $ 775.00 7.75 5 775.00 $ - 7.75 S 775.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3"((DRWYS) TON 66 5 100.00 $ 6,600.00_ -50.56 5 100.00 S (5,058.00) 15.42 $ 100.00 $ 1,542.00 15.42 $ 1,542.0C $ • 15.42 $ 1,542.00 760.001 CLEANING AND RESHAPING DITCHES IF 12.552_$ 4.00 $ 50,208.00 -6,522.00 $ 4.00 $ (26,088.00) 6030.00 $ 4.00 S 24,129.00 6030.00 $ 24,120.0E $ • 6030.00 $ 24,120.00 SUB TOTAL S 456,28100 $ (252,194.13) _$ 204,086.88 $ 204,0186.81 $ • $ 204,086.88 4 Alabama Ave(Dorsey to Hall St) _ 251.001 REWORKING BASE COURSE(6")(ORD COMP) SY 2.602 5 2.00 $ 5,204.00_ -8.00 $ 2.00_$ (16.001 2594.00 $ 2.00 $ 5,188.00 2594.00 $ 5,188.01 $ • _ 2594.00 5 5,188.00 247.001 FLEX BASE(TY A)(GR 2)(2")(COMPL IN PI) SY 2,602 $ 7.00 $ 18,214.00 -8.00 5 7.00 $ (56.00) 2594.00 $ 7.00 $ 18,158.00 2594.00 $ 18,158.111 $ • 2594.00 $ 18,158.00 275.001 CEMENT TREAT(MIX EXST MTL&NWB5118"80C) SY - 2,602 $ 2.00 $ 5,204.00 -8.00 _S 2.00 $ (16.00) 2594.00 $ 2.00 $ 5.188.010_ 2594.00_$ 5,188.01 $ • 2594.00 $ 5,1813.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL TON 42 $ 220.00 $ 9,240.00 -1.00 $ 220.00 $ (220.00) 41.00 S 220.00 $ 9,070.00 41.00 $ 9,020.01 $ 41.00 $ 9,020.00 310.001 PRIME COAT(AE-P) GAL 520 $ 4.00 $ 2,080.00 -20.00 $ 4.00 $ (80.001 500.00 5 4.00 $ 2,000.00 500.00 $ 2,000.01 $ - 500.00 5 2,003.00 340.001 D•GR HMA TY-D PG64-22(2")(SURFACE COURSE) TON_ 301 $ 87.50 $ 26,33750 7.24 $ 87.50 $ 633.50 308.24 5 87.50 $ 26,97L(10 308.24 $ 26,971.01 $ - 308.24 $ 26.971.00 340.002 D-GR HMATY-D PG64-22(1.5")(TRANSITIONS) TON 95 $ 100.00 $ 9,500.00 -82.52 $ 100.00 5 (8.252.00) 12.48 $ 100.03 $ 1,248.00 12.48 $ 1,248.34 $ • 12.48 S 1.248.00 340.003 D-GR HMA TY-1)PG64.22(1.S"-3")(DRWYS) TON_ 54 l$ 100.00 $ 5,400.010 -43.41 $ 100.00 $ (4,341.00) 10.59 $ 100.00 $ 1,059.00 10.59 $ 1,059.00 $ - 10.59 $ 1,059.00 760.001 CLEANING AND RESHAPING DITCHES LF 2,602 $ 4.00 $ 10,408.00 -251.00 _$ 4.00 $ (1,004.001 2351.00 S 4.00 $ 9,404.00 2351.00 $ 9,404.00 $ 2351.00 $ 9,404.00 SUB TOTAL $ 91,58750 $ (13,35150) $ 78,236-W $ 78,236,01 $ $ 78,236.00 1 Austin Ave(Gulfway to 19th St) _ 251.001 REWORKING BASE COURSE(6")(CHID COMP) SY 2,658 $ 2.00 $ 5,316.010_ -718.00 $ 2.00 $ 11,436.001 1940.00 5 2.00 $ 3,880.00_ 1940.00 $ 3,880.07 $ . 1940.00 $ 3,880.00 247.001 FLEX BASE(TY A)(GR 21(2")(COMPL IN PL( SY 2,658 $ 700 $ 18,606.0X) -718.00 _$ 7.00 $ (5,026.001 1940.00 $ 7.00 $ 13,580.130 1940.00 $ 13.580.0) _ $ 1940.00 $ 13,580.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")10C) SY 2,658 $ 2.00 $ 5,316.00 -718.00 $ 2.00 $ (1,436.00) 1940.00 5 2.00 $ 3,880.00 1940.00 $ 3.880.03 $ 1940.00 S 3,880.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMM.- TON 43 $ 220.00 5 9,460.00 -11.00 $ 220.00 $ (2,420.00) 32.00 5 220.00_$ 7,040.00 32.00 $ 7,040.30 $ - 32.00 $ 7,040.00 310.001 PRIME COAT(AE-P( GAL 532 $ 4.00 $ 2,128.00 -82.00 $ 4.80 $ (328.00) 450.00 $ 4.00 $ 1,800.00 450.00 5 1,800.00 $ - 450.00 $ 1,800.00 340.001 D-GR HMA TY-D PG64.22(1.5")(SURFACE COURSE) TON 230 $ 87.50 $ 20,125.00 -69.29 $ 87.50 $ 16,062.881 160.71 $ 87.50 $ 14,062.13 160.71 $ 14,062.13 $ - 160.71 $ 14,062.13 340.002 0-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 189 $ 100.00 $ 18,900.00 -183.00 _$ 100.00 $ (18,300.00) 6.00 $ 100.00 $ 600.00 6.00 $ 600.03 $ - 6.00 $ 600.00 340.003 D-GR HMA TY-DPG64-22(1.5"-3")(DRWYS) TON 41 _$ 100.00 $ 4,100.00 -35.42 _$ 100.00 $ (3,542.001 5.58 5 100.00 $ 558.00 5.58 $ 558.0) $ - 5.58 $ 558.00 760.001 CLEANING AND RESHAPING DITCHES LF_ 2,392 $ 4.00 $ 9,568.00 -890-00 _$ 4.0 0 $ (3,560.00) 1502.00 $ 4.00 $ 6,008.00 1502.00 S 6,008.00 $ - 1502.00 5 6.008.00 SUB TOTAL _ _S 93,519.00` $ (42,110.88) $ 51,408.13 $ 51,408.13 $ - $ 51,408.13 1 Austin Ave(19th St to D087) 251.001 REWORKING BASE COURSE(4")(ORD COMP) SY 400 $ 2.00 $ 800.00 0.00 _$ 2.00 $ - 400.00 $ 2.00 $ 800.00 400.00 $ 800.0 5 - 400.00 $ 800.00 247.001 FLEX BASE(TY A)(GR 2((4")(COMPL IN PL) SY 400 _$ 7.00 $ 2,800.00 0.00 5 7.00 $ - 400.00 $ 7.010_S 2,800.00 400.00 $ 2,800.03 $ - 400.00 $ 2,800.00 275.001 CEMENT TREAT(MIX EXST MIL&NW 8S((8")(DC) SY _ 400 $ 2.00 $ 800.00 0.00 $ 2.00 $ - 400.00 5 2.00_$ 800.00 400.00 $ 800.00 $ • 400.00 $ 800.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL TON 6 $ 220.00 $ 1,320.00 0.50 $ 220.00 $ 110.00 6.50 S 220.00 5 1,430.00 6.50 $ 1,430.03 $ • 6.50 5 1,430.00 310.001 PRIME COAT(AE-P) GAL 80 $ 4.0E $ 320.00_ 20.0E $ 4.00 $ 80.00 100.00 5 4.00 $ 400.00 100.00 $ 400.E $ - 100.00 $ 400.00 340.001 D-GR IiMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 35 5 87.50 $ 3,062.50 6.11 $ 87.50 $ 534.63 41.11 $ 87.50 5 3597.13 41.11 $ 3,597.13 $ • 41.11 $ 3.597'13 340.003 0-GR HMA TY-0 PG64-22(1.5"-3"((DRWYS) TON 9 $ 100.00 $ 900.00 -5.00 -5 100.00 $ (500.00) 4.00 $ 100.00 $ 400.0E 4.0E 5 400.01 $ 4.00 $ 400.00 SUB TOTAL $ 10,002.50_ $ 224.63 $ 10,227.13 $ 10,227.13 5 • $ 10,227.13 Page 2 of 7 3 Base Bld Original Rid Contract Change Order No.1 _ Amended New Contract Prevlousty Paid Due This Period Total to Date Item No. Description Unit Quantity Unit Price Amount Quantity Unit Price Amount Quantity Unit Price Amount Quantity Amount Quantity Amount Quantity Amount 1 Austin Ave(8th St to 6th St) _ _ _ 251.001 REWORKING BASE COURSE(6")(ORD COMP) 5Y 3,690 $ 2.00 5 7,380.00 -3,690.00 5 2.00 $ (7,380.001 0-00 $ 2.00 $ 0.00 S - _ $ - 0.00 $ - 247.001 FLEX BASE(TY A)(GR 2)(21(COMPL IN PL) SY 3,690 $ 7.00 5 25,830.00 -3,690.00 5 7.00 $ (25,830.00) 0.00 $ 7.00 $ - - 0.00 S - _$ - 0.00 $ • 275.001 CEMENT TREAT(MIX EXST MTL&NW85)(8)(DC) SY 3,690 $ 2.00 $ 7,380.00 -3,690.00 $ 2.00 5 (7,380.00) 0.00 $ 2.00 $ - 0.00 $ . _ $ . 0.00 $ - 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL TON 59 $ 220.00 $ 12,980,00 .59.00 $ 220.00 $ (12,980.00) 0.00 $ 220.00 S - 0.00 $ - $ - 0.00 $ - 310.001_PRIME COAT(AE-P) GAL 738 $ 4.00 $ 2,952.00 -738.00 S 4.00 $ (2,952.00) 0.00 $ 4.00 $ - 0.00 S . $ - 0.00 $ 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 320 $ 87.50 $ 28,000.00 55.27 _$ 87.50 $ 4,836.13 375.27_$ 87.50 $ 32,836.13 375.27 $ 32,836.13 $ - _ 375.27 $ 32,836.13 340.002 D-GR HMA TY-D PG64-22(1.S")(TRANSITIONSL TON 142 $ 100.00 $ 14,200.00 -142.00 5 100.00 $ (14,200.001 0.00 $ 100.00 $ - 0.00 $ - _ $ - 0.00 $ 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 76 5 100.00 $ 7,60100 -76.00 $ 100.00 $ (7,600.00) 0.00 5 100.00 5 - 0.00 $ - $ • 0.00 $ • 760.001 CLEANING AND RESHAPING DITCHES LF 1,444 $ 4.00 $ 5,776.00 -1,444.00 $ 4.00_$ (5,776.00) 0.00 5 4.00_$ - 0.00 $ • $ - 0.00 5 - SUB TOTAL $ 112,098.00 $ (79,261-N) $ 32,836,13 $ 32,836.13 $ - $ 32,836,13 1 Austin Ave(Procter to 4th St) f _ , - 104.002 REMOVING CONCRETE(PVMT)(8")(INCL SAW CUT) SY 184 $ 10.00 $ 1,840.00 -117.10 $ 10.00 $ (1,171.00) 66.90 5 10.00 5 669.00 66.90 $ 669.00 $ 6690 $ 669.00 276.001_CEM TRT(PLNT MX)(CL L)(TYA)(GR11(8")(DEL)(COMP SY 184 $ 40.00 $ 7,360.00 -184.00 _$ 40.00 $ (7,360.00) 0.00 $ 40.00 5 - 0.00 $ • S - 0.00 5 - 316.001 ASPH(AC-10) GAL 184 $ 3.50 $ 644.00_ -184.00 $ 3.50 $ (644.00) 0.00 $ 3.50 $ - _ 0.00 $ - ,$ - 0.00 $ - 354.001 PLANING&TEXTURING PAVEMENT(1.5"-2"i SY 1.840 S 3.00 5 5,520.00_ 2,610.00 $ 3.00 $ 7,830.00 4450.00 $ 3.00 $ 13,35000 4450.00 $ 13,350.00 $ - 4450.00 $ 13,350.00 340.001 D-GR HMA TY-D PG64-22(2")(SURFACE COURSE) TON 213 $ 87.50 $ 18,637.50 -23.45 $ 87.50 $ (2,051.88)_ 189.55 $ 87.50 $ 16585.63 18955 $ 16,385.63 5 - l 189.55 S 16,585.63 356.001 FABRIC UNDERSEAL SY 1,840 5 2.00 5 3,680.00 -1,840.00 $ 2.00 $ (3,680.001_ 0.00_S 2.00 $ - 0.00 $ - $ - 0.00 $ 531.001_SIDEWALKS(CL A)(4") SY 200 S 50.00 $ 10,000.00 -200.00 $ 50.00 $ (10.000.00) 0.00 5 50.00 5 - 0.00 $ • _ 5 - 0.00 $ • 531.002 SIDEWALKS(WHEEL CHAIR RAMPS)(TY 7) EA_ 8 _$ 1,700.00 $ 13,600.00 -4.00 $ 1,700.00 $ (6,800.00) 4.00 $ 1,700.00 $ 6,800.00 4.00 $ 6,880.00 $ - 4.00 $ 6,000.00_ 713.001 CLEANING&SEAUNG JOINTS&CRACKS(CONC LF 2,136 5 2.00 $ 4,272.00 -2,136.00 $ 2.00 5 (4,272.00) 0.00 5 2.00 S - 0.00 $ - 5 - 0.00 $ , SUB TOTAL $ 65,553.50 $ (28.148.88) $ 37,404,63 -$ 37,404.63 5 - $ 37,400.63 4 Dallas Ave.(Thomas Dr to Gulhvay) _ 340.001 D-GR HMA TY-D PG64-21(2")(SURFACE COURSE) TON 421 $ 87.50 $ 36,837.50 -3289 $ 87.50 S (2.877.88) 388.11 S 87.50 $ 33,959.63 388.11 $ 33,959.63 _$ - 388.11 $ 33,959.63 340.003 D-GR HMA TY-0 PG64-22(1.5"-3")(DRWYS) TON 98 $ 100.00 $ 9,800.00 -74.54 $ 100.00 5 (7,454.00) 23.46 $ 100.00 $ 2,346.00 23.46_$ 2,346.00 $ - 23.46 $ 2,346.00 340.002 D-GR HMA TY-0 PG64-22(1.5"((TRANSITIONS) TON 118 $ 100.00 5 11,800,00 -79.28 _$ 100.00 5 (7,928.00) 38.72 5 100.00 $ 3.872.00 38.72 $ 3,872.00 5 - 38.72 $ 3,872.00 340.004 0-GR HMA TY-D PG64-22(1.5"-2"((LEVEL UP) 'TON 21 $ 100.00 $ 2,100.00� -21.00 $ 100.00 5 (2.100.00) 0.00 $ 100.00 5 - 0.00 $ $ • 0.00 $ • 479.002 ADJUSTING MI-I(LIDS&COVERS) EA 2 5 100.00 $ 200.00 0.00 $ 100.00 $ - 2.00 5 100.00_5 200.00 2.00 $ 200.00, $ - 2.00 $ 200.00 531.001 SIDEWALKS(CLA)(4"J SY 200 $ 50.00 $ 10,000.00 -200.00 $ 50.00 $ (10,000.00) 0.00 5 50,00 5 - 0.00 $ - $ - 0.00 $ 713.001 CLEANING&SEAUNG JOINTS&CRACKS(CONCRETE IF 3,642 $ 2.00 $ 7,284.00 -3,642.00 $ 2.00_$ (7,284.00) 0.00 5 2.00 r.S - 0.00 $ - $ - 0.00 $ - SUBTOTAL $ 78,021.50 _-$ (37.643.88) S 40,377.63 $ 40,377.61 _$ - $ 40,377.63_ 4 Dallas Ave.(Guifway to 19th St) _ 251.001 REWORKING BASE COURSE(6")(ORD COMP) SY 2,I56 $ 2.00 $ 4,312.00 -220.00 S 2.00 $ (440.00) 1936.00 S 2.00 $ 3,872.00 1936.00 $ 3,872.00 $ - 1936.00 $ 3,872.00 247.001 FLEX BASE(N Al(OR 2)(21ICOMPL IN PL) SY 2,156 $ 7.00 S 15,092.00 -220.00 $ 7.00 $ (1.540.00) 1936.00 $ 7.00 $ 13,552.00 1936.00 $ 13,552.00 _5 - 1936.00 $ 13,552.00 275.001 CEMENT TREAT(MIX EXST MTL&NW 851(8")(0C) 5Y 2,156 $ 2.00 5 4,312.00 -220.00 5 2.00 $ (440.00) 1936.00 $ 2.00 $ 3,872.00 1936.00 $ 3,872.00 $ - 1936.00 5 3,872.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL TON 34 $ 220.00_$ 7,480.00_ -4.00 _$' 220.00 $ (880.00) 30.00 $ 220.00 $ 6.600.00 30.00 5 6,600.00 $ - 30.00 S 6,600.00 310.001 PRIME COAT(AE-PI GAL 431 $ 4.00 $ 1,724.00_ 19.00 $ 4.00 $ 76.00_ 450.00 S 4.00 5 1,800.00 450.00 $ 1,800.00 $ - 450.00 $ 1,800.00 - 340.001 D-GR HMATY-D PG64-22(1.5"1(SURFACE COURSE) TON 187 $ 87.50 $ 16,362.50 12.18 $ 87.50 5 1,065.75- 199.18 $ 87.50 $ 17,428.25 199.18 $ 17,428.25 $ - 199.18 $ 17,428.25 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 71 $ 100.00 5 7,100.00 .51.00 5 100.00-5 (5,100.00) 20.00 S 100.00 $ 2.000.00 20.00 $ 2,000.00_ $ - 20.00 $ 2,000.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON_ 22 $ 100.00 5 2,200.00 -3.37 $ 100.00 $ (337.001 18.63 5 100.00 $ 1.863,00 18.63 $ 1,863.00 5 - 18.63 $ 1,863.00 760.001 CLEANING AND RESHAPING DITCHES LF 2.156 $ 4.00 $ 8,624.00 -1,032.00 $ 4.00 $ (4.128.00) 1124.00_$ 4.00 $ 4,496.00 1124.00 $ 4,496.00 5 - 1124.00 $ 4,496.00 SUB TOTAL _$ 67,206.50 S (11,723.25) $ 38.059.25 $ 55,483.25 5 - 5 55,483.25 4 Dallas Ave.(19th 5t to 131347) _ 251.001 REWORKING BASE COURSE)4")(ORD COMP) SY 400 $ 2.00 $ 800.00 0.00 $ 2.00 $ - 400.00 $ 2.00 S 800.00 400.00 $ 800.00 5 • 400.00 $ 800.00 247.001 FLEX BASE(TVA)(OR 2)(4")ICDMPL IN PU SY 400 $ 7.00 $ 2,800.00 80.00 $ 7.00 $ S60.00 480.00 $ 7.00 $ 3,360.00 4B0.00 $ 3,36D.00 $ - 4130.00 $ 3,360.00 275.001 CEMENT TREAT(MIX EXST MIL&NW 85118")(DC) SY~ 400 $ 2.00 $ 800.00 0.00 $ 2.00 $ - 400.00 $ 2.00 S 800.00 400.00 $ 800.00 $ - 400.00 5 800.00 275.002 CEMENT SUPER SLURRY(4%1(DRY WT)(DEL)(COMPL TON _ 6 $ 220.00 $ 1,320.00 0.50 $ 220.00 $ 110.00 6.50 $ 220.00 $ 1,430.00 6.50 $ 1,430.00 $ - 6.50 $ 1,430.00 310.001 PRIME COAT(AE-P) GAL 80 $ 4.00 5 320.00 0.00 $ 4.00 $ - 80.00 $ 4.00 $ 320.00 80.00 $ 320.00 5 - 80.00 $ 320.00 340.001 D-GR HMA TY-0 PG64-22(1.5")(SURFACE COURSE) TON 35 $ 87.50 $ 3,062.50 11.46 $ 87 50 5 1,002.75 T 46.46 $ 87.50 S 4,065.25 46.46 $ 4,065.25 $ - 46.46 $ 4,065.25_ 340.003 D-GR HMA TY-0 PG64-22(1.5"-3")IDRWYS) TON 6 $ 100.00 $ 600.00 -2.00 $ 100.00 5 (200.00) 4.00 5 100.00 5 400.00 4.00 $ 400.00 5 - 4.00 $ 400.00 760.001 CLEANING AND RESHAPING DITCHES LF 400 $ 4.00_5 1,600.00 -16.00 _$ 4.00 $ (64.00) 384.00 $ 4.00 $ 1,536.00 384.00 $ 1,536.00 5 - 384,00 $ 1,536.00 SUB TOTAL - , - $ 11,302.50- $ 1,408,75 $ 12,711.25__ 5 12,711,21 $ - $ 12,711.25 Page 3 of 7 4 Base Bid Original Bid Contract Change Order No.1 Amended New Contract Previously Paid Due This Period Total to Date Item No. Description Unit Quantity Unit Price Amount Quantity UnitAmount _Quantity Price ity Unit Price - Amount Quantity _ Amount Quantity Amount Quantity Amount 4 Dallas Ave.l5th to Rev Ransom Howard Ave) _ _ 104.001 REMOVING CONCRETE(CURB&GUTTER IF 1,728 $ 5.00 $ 8,640.00 -833.00 5 5.00 $ (4,165.00) 895.00 $ 5.00 $ 4,475.00 895.00 5 4,475.00 5 - 895.00 $ 4,475.00 104.002 REMOVING CONCRETE(PVMT)(8")(INCL SAW CUT) 5V 500 $ 10.00 5 5,000.00 -480.00 $ 10.00 $ 14,800.00) 20.00 $ 10.00 $ 200.00 20.00 $ 200.00 $ - 20,00 5 200.00 276.001 CEM TRT(PLNT MX)(CL L)ITYA)(GR1) SY 500 5 40.00 $ 20,000.00_ -500.00 $ 40.00 $ (20,000.00) 0,00 $ 40.00 $ - 0.00 $ - $ • 0.00 $ - 316.001 ASPH(CRS-2) GAL 368 $ 3.50 $ 1,288.00 -368.00 $ 3.50 $ (1,288.00) 0.00 S 3.50 5 - 0.00_$ - 5 - 0.00 5 - 354.001 PLANING&TEXTURING PAVEMENT(1.5"-2") SY 3,680 $ 3.00 5 11,040.00 -363.00 $ 3.00 $ (1,089.001 3317.00 $ 3.00 $ 9,951.00 3317.00-5 9,951.00 S - 3317.00 S 9,951.00 340.001 D-GR HMA TY-D PG64-22(2")(SURFACE COURSE) TON 425 S 87.50 $ 37,187.50 -34.00 $ 87.50 $ (2,975.00) 391.00 $ 87.50 $ 34,212.50 391.00 $ 34,I1250 $ - 391.00 $ 34,212.50 356.001 FABRIC UNDERSEAL SY_ 3,680_$ 2.00 5 7,360,00 -3,680.00 $ 2.00 $ (7,360,00) 0.00 $ 2.00 $ - 0.00 5 . $ 0,00 $ - 479.001 ADJUSTING INLETS(LOWER INLETTOPSU 6"-12") EA 6 $ 2,000.00 $ 12,000.00 -2.00 $ 2,000.00 $ (4,000.00) 4.00 $ 2,000.00 5 8,000.03 4.00 $ 8,009.03 S - _ 4.00 $ 8,000.00 529.001 CONCRETE CURB&GUTTER COMBINED(COMPL IN LF 1.728 _$ 10.00 $ 17,280.00 -628.00 5 1000 $ (6,280.00) 1100.00 $ 10.00 $ 11,000.00 1100.00 $ 11,000.00 _S - 1100.00 $ 11,000.00 531.001 SIDEWALKS JCL 4)(4") 55 3,536_$ 50.00 $ 76,800110 -1,057.42 $ 50.00 $ (52,871,00) 478.58 $ 50.00 $ 23,929.00 478.58 5 23,929.00 $ - 478.58 $ 23,929.00 713.001 CLEANING&SEAUNG JOINTS&CRACKS(CONCRETE IF 4.283 5 2.00 $ 8,566.00 -4,283.00 $ 2.00 $ (8,566.00) 0.00 $ 2.00 $ - 0.00 $ - 5 - 0.00 $ SUB TOTAL _$ 205,161.50 _$ (113,394.00) $ 91,767.50 $ 91.767.50 $ - $ 91,767.50_ 4 Dallas Ave.(Rev Ransom Howard to 8th St) _ _ _ _ 104.001 REMOVING CONCRETE(CURB&GUTTER IF 360 $ 5.00 S 1,800.00 -301.00 $ 5.00 $ (1,505.00( 59.00 $ 5.00 5 295.00 59.005 295.00 $ - _ 59.00 $ 295,00 25L001 REWORKING BASE COURSE(6")(ORD COMP) SY 1,000 $ 2.00 5 2,000.00 -1,000.00 $ 2.00 S (2,000.00) 0.00 5 2.00 $ - 0.00 $ - $ - 0.00 $ - 247.001 FLEX BASE(TY A)(GR 2)(2")(COMM.IN PL) SY_ 3,000 $ 7.00 $ 7,000.00 14.00 _$ 7.00 5 98,00 1014.00 $ 7.00 $ 7,098.00 1014.00 S 7,098.00 $ • 1014.00 $ 7,098.00 275.001 CEMENT TREAT(MIX EXST MIL&NW 85)18"))DC) SY 1,000 $ 2.00 $ 2,000.03 14.00 $ 2.00 $ 28.00 1014.00 $ 2.00 $ 2,028.00 1014.00 5 2,028.00 $ - 1014.00 $ 2,028.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WTI(DEL)(COMP. TON 19 $ 220.00 $ 4,180.00 -4.00 $ 220.00 $ (880.00) 15.00 $ 220.00 5 3,300.00 15.00 $ 3,300.00 y 5 - 15.00 $ 3,300.00 310.001 PRIME COAT(AE-P) GAL 232 $ 4.00 $ 928.00 -2.00 5 4.00 $ (8.00) 230.00 S 4.00 $ 920.00 230.00 $ 920.00 $ - 230.00 $ 920.00 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 100 $ 87.50 $ 8,750.00 -2L29 $ 87.50 5 (1,862.88) 78.71 $ 87.50 5 6,887.13 78.71 5 6,887.13 $ - 78.71 $ 6,887.13 340.002 D-GR HMA TY-O PG64-22(1.5")(TRANSITIONS) TON 47 $ 100.00 $ 4,700.00 -16.28 $ 100.00_$ (1,628.00) 30.72 $ 100.00 S 3.072.00 30.72 $ 3,072,03 $ - 30.72 5 3,072.00_ 760.001 CLEANING AND RESHAPING DITCHES _ IF 720 $ 4.00 $ 2,880.00 -720.00 $ 4.00 S (2,880.00) 0.00 5 4.00 S 0.00 $ - $ - 0.00 $ - SUB TOTAL S 34,238.00, $ (10,63748) $ 23,600.13 ,$ 23,600.13 _$ - $ 23,600.13_ 4 Dallas Ave.(8th St to Thomas Blvd) _ 251.601 REWORKING BASE COURSE(61(ORD COMP) _ SY 3,500 $ 2.00 $ 7,000.00 -860.00 S 2.00 $ (1,720.00) 2640.00 $ 2.00 $ 5,280.00 2640.00 5 5,280.00 $ • 2640.00 $ 5,280.00 247.001 FLEX BASE(TY A)(GR 2)(2")(COMPL IN PL) SY 3,500 $ 7.00 $ 24,500.00 -860.00 5 7.00 $ (6,020.00) 2640.00 $ 7.00 S 18,480.00 2640.00 $ 18,480.00 $ • _ 2640.00 $ 18,480.00 275.001 CEMENT TREAT(MIX EXST MTL&NW 85)(8")(DC) SY 3,500 $ 2.00 $ 7,000.00 -860.00 S 2.00 $ (1,720.00) 2640,00 5 2.00 $ 5,280.00 2640.00 $ 5,280.00 $ - 2640.00 $ 5,280.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMP. 'TON 56 $ 220.00 $ 12,320.00 -15.00 _$ 220.00 $ (3,300.00) 41.00 5 220.00 5 9,020.00 41.00 $ 9,020.00 $ - 41.00 $ 9,020.00 310.001 PRIME COAT(AE-P) GAL 700 $ 4.00 $ 2,800.00 50.00 $ 4.00 $ 200.00 750.00 $ 4.00 $ 3,000.00 750.00 $ 3,000.00 _$ • 750.00 $ 3,000.00 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 303 _5 87.50 $ 26,51250 -42.40 S 87.50 $ (3,710.00) 260.60 $ 87.50 $ 22,802.50 260.60 $ 22,802.50 $ - 260.60 $ 22,802.50_ 340.002 D-GR HMA TY-D PG64-22)1.5")(TRANSITIONS) TON 142 5 100.00 5 14,200.00~ -119.10 $ 100.00 $ (11,910.00) 22.90 S 100.00 $ 2,290.00 22.90 $ 2,290.00 5 22.90 $ 2,290.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(ORWYS) TON 76 $ 100.00 $ 7,600.00 -64.00 5 100.00 $ (6.400.00) 12.00 $ 100.00�$ 1,200.00 12.00 $ 1,200.00 $ - _ 12.00 $ 1.200.00 479.002 ADJUSTING MH(LIDS&COVERS) EA 3 $ 100.00 $ 300.00 -3.00 $ 100.00 $ (300,001 0.00 5 100.00 $ - 0.00 $ - S - 0.00 $ - SUB TOTAL $ 102,23230 $ (34,880.00) $ 67,35250 -$ 67,352.50 -$ - $ 67,352.50 4 Davis Ave(Hwy 365 to Dorsey St) _ 251.001 REWORKING BASE COURSE f6")(ORD COMP) SY 5,086 $ 2.00 $ 10,172.00 -84.00 $ 2.00 $ (168.00) 5002.00 $ 2.00 5 10,004.00 5002.00 S 10,004.00 $ - 5002.00 $ 10,004.00 247.001 FLEX BASE(TY A)(GR 2)(2")(COMPL IN PL) SY 5,086 S 7.00 $ 35,602.00_ -84.00 $ 7.00 5 (588.001 5002.00 5 7.00 S 35,014.00 5002.00 5 35,014.00 $ - 5002.00 $ 35,014.00 275.001 CEMENT TREAT(MIX EXST MTL&NW BS)(8")(DC) SY 5,086 $ 2.00 $ 10,172.00_ -84.00 5 2.00 5 (168.00) 5002.00 5 2.00 $ 10,004.00 5002.00_$ 10,004.00 $ • 5002.00 $ 10,004.E 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL TON 81 $ 220.00 $ 17,820.00 -2.90 $ 220.00 $ (638.001_ 78.10 5 220.00 5 17,182.0C 78.10 $ 17,182.00 $ - 78.10 $ 17,182.00 310.001 PRIME COAT(AE-P) GAL 1,017_$ 4.00 $ 4,068.00 -17.00 5 4.00 $ (69.00) 1000.00 $ 4.00 5 4,000.00 1000.00 $ 4,000.00 ,$ - 1000.00 5 4,000.00 340.001 D-GR HMA TY-0 PG64-22(1.5")(SURFACE COURSE) TON 441 $ 87.50_S 38,587.50 -2.00 $ 87.50 $ (175.00) 439.00 $ 87.50 S 38,412.50 439.00 S 38,412.50 5 . 439.00 $ 38,412.50 340.002 D-GR I-IMATY-O PG64-22(1.5")(TRANSITIONS) TON _ 71 $ 100.00 $ 7,100.00 -60.88 $ 100.00 $ (6,088.00) 10.12 $ 100.00 $ 1,012.00 10.12 $ 1,012.00 $ - 10.12 $ 1,012.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWY5) TON 170 $ 100.00 $ 17,000.00 -112.65 $ 100.00_-5 (11,266.00) 57.34 S 100.00 $ 5,734.00 57.34 5 5,734.00 $ - 57.34 $ 5,734.00 760.001 CLEANING AND RESHAPING DITCHES LF _ 5,086 $ 4.00 $ 20,344.00 -1,546.00 $ 4.00 $ (6,184.001_3540.00 $ 4.00 S 14,160.00 3540,00 $ 14,160.00 $ • 3540.00 $ 14,160.00 SUB TOTAL $ 160,865.50- $ (25.343,00) S 135,522.50 $ 135,522.50 $ • $ 135,522.50 Page 4 of 7 5 Base Bid Original Bid Contract Change Order No.1 Amended New Contract Previously Paid Due This Period Total to Date Item No. Description Unit Quantity Unit Price _ Amount Quantity Unit Price Amount Quantity Unit Price Amount Quantity Amount Quantity Amount 4/entity Amount 4 Diamond Ave(60th to 63rd St) _ _ 251.001 REWORKING BASE COURSE(6") (ORD COMP) SY 5,948 $ 2.00 $ 11,896.00_ 673.00 S 2.00 5 1,346.00 6621.00 $ 2.00 $ 13,242.00 6621.00 $ 13,242.00 _$ - _ 6621.00 $ 13,242.00 247.001 FLEX BASE(TY A)(GR 2)(2") (COMPL IN FL) 5Y _5,948 $ 7.00 S 41,636.00 661.00 $ 7.00 5 4,627.00 6609.00 $ 7.00 5 46,263.00 6609.00 $ 46,263.00 $ - 6609.00 $ 46,263.00 275.001 CEMENT TREAT(MIX EXST MTL&NW HS)(8")(0C) 5Y 5,948 5 2.00 5 11.896.00 661.00 $ 2.00�5 1.322.00 6609.00 $ 2.00 $ 13,218.00 6609.00 $ 13.218.00 5 - 6609.00 $ 13,218.00 275,002 CEMENT SUPER SLURRY(4%)(DRY WTI(DEL)(COMPL TON 95 $ 220.00 S 20,900.00 -0.50 $ 220.00 5 (110.00), 94.50 $ 220.00 $ 20,790.00 94.50 $ 20,790.00 $ - 94.50 $ 20,790.00 310.001 PRIME COAT(AE-PI GAL 1,190_$ 4.00 $ 4,760.00 -190.00 5 4.00 $ (760.00) 1000.00 $ 4.00 $ 4,000.00 1000.00 $ 4,000.00 $ - 1000.00 $ 4,000.00 340.001 0-OR HMA TY-D PG64-22(1.5")(SURFACE COURSE) 'TON 515 5 87.50 $ 45,062.50 -4.90 $ 87.50 $ (428.75) 510.10 $ 87.50_$ 44,633.75 510.10 $ 44,633.75 _S - _ 510.10 $ 44,633.75 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 95 $ 100.00 5 9,500.00 -41.56 $ 100.00 $ (4,156.00) 53.44 $ 100.00 $ 5,344.00 53.44 $ 5,344.00 $ - 53.44 $ 5,344.00 340.003 D-GR HMA TY-0 PG64.22(1.5"-3")(DRWYSI TON 139 $ 100.00 $ 13,900.00 -97.78 $ 100.00 $ (9,778.00) 41.22 $ 100.00 $ 4,122.00 41.22 $ 4,122.00 $ - 41.22 $ 4,122.00 479.002 ADJUSTING MH(LIDS 8 COVERS) EA 2 $ 100.00 $ 200.00 1.00 $ 100.00 $ 100.00 3.00 $ 100.00 $ 300.00 3.00 $ 300.00 S - _ 3.00 5 300.00 760.001 CLEANING AND RESHAPING DITCHES LF 5,948 $ 4.00 $ 23,792.00 -1,918.00 $ 4.00 5 (7,672.00) 4030.00 $ 4,00 $ 16,120.00 4030.00 $ 16,120.00 5 - 4030.00 $ 16,120.00 SUBTOTAL _ $ 183,542.50 $ (15,509.75) $ 168,032,75 _f$ 168.032.75 $ - $ 168,032.75 4 Hazel Ave(61st St to Hwy 73 Access Rd) 251.001 REWORKING BASE COURSE(6")(ORD COMP) SY 2,109 5 2.00 $ 4,218.00 6,270.00 $ 2.00 $ 12,540.00 8379.00 S 2.00 $ 16,758.00 8379.00 $ 16,758.00 $ - 8379.00 $ 16,758.00 247.001 FLEX BASE(TY Al(GR 2112")(COMPL IN PL) SY 2,I09 $ 7,00 $ 14,763.00 6,270.00 S 7.00 $ 43,890.00 8379.00 $ 7.00 $ 58,653.00 8379.00 5 58,653.00 _$ - 8379.00 $ 58,653.00 275.001 CEMENT TREAT(MIXEXSTMTL&NW 851(8110C) 56 2,109 S 2.00 5 4,218.00 5,472.00 $ 2.00 $ 10,944.00 7581.00 $ 2.00 $ 15,162.00 7581.00 5 15,162.00 $ - _ 7581.00 S 15,162.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL TON 34 5 220.00 $ 7,480.00 89.00 $ 220.00 S 19,580.00 123.00 $ 220.00 5 27,060.00 123.00 $ 27,060.00 $ 123.00 $ 27,060.00 310.001 PRIME COAT(AE-P) GAL 422 S 4.00 $ 1,688.00 728.00 $ 4,00 $ 2,912.00 1150.00 $ 4.00 $ 4,600.00 1150.00 $ 4,600.00 $ - 1150.00 $ 4,600.00 340.001 D-GR HMA TY-D P664-2211.5")(SURFACE COURSE) TON 183 5 87.50 $ 16,012.50 513.50 $ 87.501$ 44,931.25 696.50 $ 87.50 $ 60,943.75 696.50 5 60,943.75 $ - 696.50 5 60,943.75 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 118 5 100.00 $ 11,800.00 -37,11 $ 100.00 5 (3,711.00) 80.89 $ 100.00 5 8,089.00 80.89 $ 8,089.00 $ - 80.89 S 8,089.00 - 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 19 $ 100.00 $ 1,900.00 26.48 $ 100.00 $ 2,648.00 45.48 $ 100.00 5 4,548.00 45.48 5 4,548.00 $ - 45.48 $ 4,548.00 - 760.001 CLEANING AND RESHAPING DITCHES LF 1,998 $ 4.00 $ 7,992.00 2,732.00 $ 4.00 $ 10,928.00_4730.00 $ 4.00 $ 18,920.00 4730.00 $ 18,920.00 $ - 4730.00 $ 18,920.00 SUB TOTAL ,$ 70,071.50 $ 144,662,25 5 214,733.75 -$ 211,733.7S _S - $ 210,733,75 - 4 Houston Ave(H.O.Mills to Unkwood) _ _ _ 340.001 D-OR HMA TY-0PG64-22(2")(SURFACE COURSE) TON 350 $ 87.50 5 30,625.00 98.56 5 87.50 $ 8,624.00 448.56 $ 87.50 $ 39,249.00 448.56 $ 39,249.00 $ • 448.56 $ 39,249.00 340.002 D-GR HMA TY-0 P664-22(1.5")(TRANSITIONS) TON 95 $ 100.00 $ 9,500.00 -79.03 $ 100.00 $ (7,903.00) 15.97 5 100.00 5 1597.00 15.97 5 1,597,00 S - 15.97 $ 1,597.00 340.003 D-GR HMA TV-0 PG64-22(1.5"-3")(DRWYS) TON 28 $ 100.00 $ 2,800.00 -12.01 $ 100.00 $ (1,201.00) 15.99 S 100.00 $ 1,599.00 15.99 $ 1,599.00 $ - 15.99 $ 1,599.00 479.002 ADJUSTING MH(LIDS&COVERS) _ EA 3 $ 100.00 $ 300.00 0.00 $ 100.00 5 - 3.00 5 100,00 5 300.00 3.00 $ 300.00 $ - 3,00 $ 300.00 760.001 CLEANING AND RESHAPING DITCHES LF 2,480 $ 4.00 $ 9,920.00 -957.00 $ 4.00 S (3,828.00) 1523.00 S 4.00 $ 6,092.00 1523.00 5 6,092.00 -S - 1523,00 $ 6,092.00 SUB TOTAL $ 53,145.00 $ (4,308.00) _ _$ 08,837.00 $ 48,837.00 5 - $ 48,837,00_ 4 Lousiana Ave(Weaver St to Hwy 365 Service Road) _ 340.001 0-OR HMA TY-0 PG64-22(2")(SURFACE COURSE) TON 154 $ 8750 $ 13,475.00 -87.16 $ 87.50 5 (7,626.50) 66.84 5 87.50 5 5,848.50 66.84 $ 5,848.50 $ - 66.84 S 5,848.50 340.002 D-GR HMA TY-0 PG64-22)1.5"((TRANSITIONS) TON 24 $ 100.00 5 2,400.00_ -24.00 $ 100.00 5 (2,400.00) 0.00 5 100.00 5 . _ 0.005 $ 0.00 $ 340.003 0-OR HMA TY.D PG64-22(1.5"-3")(DRWYS) TON 13 5 100.00 $ 1,300.00 -10.00 _$ 100.00 $ (1,000.00) 3.00 $ 100.00 $ 300.00 3.00 $ 300.00 $ - 3.00 $ 300.00 760.001 CLEANING AND RESHAPING DITCHES LF 1,598 5 4.00 $ 6,392.00 -441.00 5 4.00_$ (1,764.00) 1157.00 $ 4.00 $ 4,628.00 1157.00 $ 4,628.00 _$ - 1157.00 $ 4,628.00 SUB TOTAL $ 23,567.00 _ $ (12,790,50) $ 10,776.50 _$ 10,776.50 $ - 5 10,776.50 4 Mississippi Ave(Dorsey to Hall St) _ 251.001 REWORKING BASE COURSE(6")(ORO COMP) SY 2,457 $ 2.00 $ 4,914.00 1.00 $ 2.00 5 2.00 2458.00 $ 2.00 5 4,916.00 2458.00 $ 4,916.00 5 - 245800 S 4,916.00 247.001 FLEX BASE(TY A)(GR 2112")SCOMPL IN PL) SY 2,457 $ 7.00 $ 17,199.00_ 1.00 _$ 7.00 5 7.00 2458.00 $ 7.00 $ 17,206.00 2458.00_$ 17,206.00 $ - 2458.00 5 17,206.00 275.001 CEMENT TREAT(MIX EXST MIL&NW 05)(8")(OC) SY 2.457 5 2.00 $ 4,914.00 1.00 $ 2.00 $ 2.00 2458.00 $ 2.00 $ 4,916.00 2458.00 $ 4,916.00 _5 - 2458.00 $ 4,916.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL TON 39 S 220.00 $ 8,5813.00 -0.60 $ 220.00 $ (132.00) 38.40 5 220.00 S 8,448.00 38.40 $ 8,448.00 $ - 38.40 5 8,448.00 310.001 PRIME COAT(AE-P) GAL 491 $ 4.00 5 1,964.00 209.00 $ 4.00 5 836.00 700.00 $ 4.00 5 2,800.00 700.00 $ 2,800.00 $ - 700.00 $ 2,800.00 340.001 0-OR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 213 $ 87.50 $ 18,637.50 -1.82 $ 87.50 5 (159.25) 211.18 5 87.50 5 18,478.25 211.18 $ 18,478.25 $ - 211.18 $ 18.478.25 3,10.002 0-OR HMA TY-I)PG64-22(1.5")(TRANSITIONS) _ TON 118 $ 100.00 $ 11,1300.00_ -111,76 $ 100.00 $ (11,176.00) 6.24 5 100.00 S 624.00 6.24 $ 624.00 $ - 6.24 $ 624.00 340.003 D-GR HMA TY-0 PG64-22(1.5"-3"1(DRWYS) TON 38 $ 100.00 $ 3,800.00 -25.00 $ 100.00 $ 12,500.00) 13.00 $ 100,00 5 1,300.00 13.00 $ 1,300.00 $ - 13A0 $ 1,300.00 760.001 CLEANING AND RESHAPING DITCHES LF _ 2,602 $ 4.00_$ 10,408.00 970.00 $ 4.00_$ 3,880.00 3572.00 $ 4.00 5 14,288.00 3572.00 $ 14,288.00 $ - 3572.00 $ 14,288.00 SUB TOTAL $ 82,216.50 $ (9,240.25) $ 72,976.25 $ 72,976.25 $ - $ 72,976.25 Page 5 of 7 6 Base Bid Original Bid Contract _ Change Order No.1 Amended New Contract Previously Paid Due This Period Total to Date - No. Description Unit Quantity Unit Price Amount Quantity ` Unit Price Amount Quantity Unit Price Amount Quantity Amount Quantity Amount _ Quantity Amount 4 Pastel Ave(Hwy73 to D.E. _ _ 340.001 D-GR HMA TY-0 PG64-22(2")(SURFACE COURSE) TON 279 $ 87.50 $ 24,412.50 53.66 $ 87.50 S 4,695.25 332.66 $ 87.50 $ 29,107,75 332.66 $ 29,107.75 5 - 33266 $ 29,107.75 340.002 D-GR HMA TY-17 PG64-22(1.5")(TRANSITIONS) TON 24 $ 100.00 S 2,400.00 -8.45 $ 100.00 $ (845.00) 15.55 $ 100.00 $ 1,555.00 1555 5 1,555.00 S - 15.55 $ 1,555.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3")(DRWYS) TON 22 5 100.00 $ 2,200.00 -11.55 $ 100-00 $ (1,155.00) 10.45 $ 100.00 $ 1,045.00 10.45 $ 1,045.00 5 - _ 10.45 $ 1,045.00 760.001 CLEANING AND REHAPING DITCHES LF 2.127 v$ 4.00 $ 8.508.00 -576.00 ,$ 4.00 $ (2,304.00) 1551.00 $ 4.00 $ 6,204.00 1551.00 5 6,204.00 $ 1551.00 $ 6,204.00 SUB TOTAL $ 37,520.50 5 391.25 $ 37,911.75 $ 37,91L7S_ $ - $ 37,91175 - 4 Swaim Ave.(Hwy 365 to WeaverL _ - _ 251.001 REWORKING BASE COURSE(6")(DRD COMP) SY 2,259 $ 2.00 5 4,518.00 -528,00 5 2.00_$ I3,056.00) 1731.00 $ 2.00 $ 3,462.0 1731.00 $ 3,462.00 - $ - 1731.00 $ 3.462.00 247.001_FLEX BASE(TY A)(GR 2)(2")(COMPL IN PL) SY 2.259 $ 7.00 $ 15,813.00 -528.00 $ 7.00 S 13,696.00) 1731.00 $ 7.00 $ 12,117.03 1731.00 $ 12,117.00 $ - 1731.00 $ 12,117.00 275.001 CEMENT TREAT(MIX EXST MTL&NW B51(8")(OC) SY 2.259 $ 2.00 $ 4,518.00 -528.00 $ 2.00_$ 11,056.00) 1731.00 $ 2.00 S 3,462.00 1731.00 $ 3,462.00 $ - _ 1731.00 $ 3,462.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL TON 36 $ 220.00 5 7,920.00 -6.00 �$ 220.00 $ 11,320.001 30.00 5 220.00 5 6,600.00 30.00 $ 6,600.00 $ - 30.00 $ 6,603.00 310.001 PRIME COAT(AE-P) GAL 452 5 4.00 $ 1,808.00 -2.00 $ 4.00 $ (8.00) 450.00 5 4.00 $ 1,800.00 450.00 $ 1,800.00_ $ - _ 450A0 $ 1,800.00 340.001 D-GR HMATY-D PG64-22(1.5")(SURFACE COURSE) TON 196 $ 87.50 $ 17,150.00 -62.07 $ 87.50 $ 15,431.13) 133.93 5 87.50 $ 11,718.68 133.93 $ 11,718.88 $ 133.93 $ 11,718.88 _340.002 D-GR HMA TY-D PG64-22(1.5")1TRANSMONS) TON 95 S 100.00 $ 9,500.00 -72.53 $ 100.00 5 17,253.00) 22.47 $ 100.00 S 2,247.00 22.47 $ 2,247.00 $ 2147 $ 2,247.00 340.003 D-GR HMA TY-0 PG64-22(1.5"-3")_(DRWYS) TON 50 $ 100.00 $ 5,000.00 -34.60 _$ 100.00 $ (3,460.00) 15.40 $ 100.00 5 1,540.00 15.40 $ 1,540.00 $ - , 15.40 $ 1,540.00 479.002 ADJUSTING MH(U05&COVERS) EA 1 _5 100.00 $ 100.00 0.00 $ 100.00 $ 1.00 $ 100.00 $ 100.00 1.00 $ 100.00 _$ - 1.00 $ 100.00 760.001 CLEANING AND RESHAPING DITCHES IF 2.140 $ 4.00 $ 8,560.00 -963.00 _$ 4.00 5 (3,852.00) 1177.00 $ 4.00 S 4,708.00 1177.00 $ 4,708.00 $ - 1177.00 5 4,708.00 SUB TOTAL $ 74,887.00 $ (27.132.13k $ 47,754.88 $ 47,754.86 $ - $ 47,754.88 4 Shirley St(W.P.Arthur Rd to 58th St) 251.001 REWORKING BASE COURSE(6")(ORD COMP) SY 5,556 $ I.00 $ 11,112.00 -43.00 $ 2.00 $ (86.00) 5513.00 $ 2.00 $ 11,026.00 5513.00 $ 11,026.00 $ - _ 5513.00 $ 11,026.00 247.001 FLEX BASE(TY A)(GR 2)(2"I(COMPL IN PL) SY 5,556 $ 7.00 $ 38,892.00 -43.00 $ 7.00-S (301.00) 5513.00 $ 7.00 S 18,591,00 5513.00 $ 38,591.00 $ - 5513.00 $ 38,591.00 275.001_CEMENT TREAT(MIX DST MTL&NW BS)(8")(0C( SY 5,556 $ 2.00 $ 11,112.00 -43.00 $ 2.00 $ (66.00) 5513.00 5 2.00 $ 11,026A0 5513.00 $ 11,026.00 $ - , 5513.00 $ 11,026.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL TON_ 89 _$ 220.00 $ 19,580.00 1.00 $ 220.00 S 220.00 90.00 $ 220.00 $ 19,800.00 90.00 $ 19,800.00 $ - 90.00 $ 19.800.00 310.001 PRIME COAT(AE-P1 GAL 1,111 $ 4.00 $ 4,444.00 -161.00 $ 4,00 $ (644.00) 950.00 $ 4.00 $ 3,800.00 950.00 $ 3,800.00 $ - 950.00 $ 3,800.00 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 481 $ 87.50 $ 42,087.50 25.44 5 87.50 S 2,226.00 50644 $ 87.50 5 44,313.50 506.44 $ 44,313.50 $ - 50644 $ 44,313.50 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 165 $ 100.00 $ 16,500.00 -131.91 $ 100.00 5 (13.191.00) 33.09 $ 100.00 $ 3,309.00 33.09 $ 3,309.00 S • 33.09 5 3,309.00 340.0,33 0-GR HMA TY-0 PG64-22(1.5"•3")(DRWYS) TON 113 $ 100.00 $ 11,300.00 -77.21 $ 100.00 5 (7,721.00) 35.79 $ 100.00 S 3,579.00 35.79 $ 3,579.00 S - 35.79 5 3,579.00 479.002 ADJUSTING MH(UOS&COVERS) EA 1 $ 100.00 $ 100.00' 1.00 $ 100.00 5 100.00 2.00 5 100.00_$ 200.00 2.00 $ 200.00 S - 200 S 200.00 760.001 CLEANING AND RESHAPING DITCHES LF _ 5,000 $ 4.00 $ 20,000.00 -831.00 $ 4.00_5 (3,324.00) 4169.00 5 4.00 $ 16,676.00 4169.00 $ 16,676.00 5 - 4169.00 $ 16,676.00_ SUB TOTAL $ 175,127.50 $ (22,807.00) S 152,32050 $ 152,32050 $ - $ 152,320.50 4 Shirley St(58th St to Ray Ave) _ _ _ 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 393 $ 8750 $ 34,387.50 16.67 $ 87.50 $ 1,458.63 409.67 $ 87.50 $ 35.846.13 409.67 $ 35,846.13 5 • 409.67 S 35,846.13 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS( TON 71 $ 100.00 $ 7,100.00 -42.80 -S 100.00_$ (4,280.00) 28.20 $ 100.00,5 2,820.00 28.20 $ 2,820.00 $ • 21.20 $ 2,820.00 340.003 D-GR HMA TY-D PG64-22(15"-3 JjDRWYS) TON 85 $ 100.00 $ 8,500.00 r -57.47 $ 100.00 5 (5,747.00) 27.53 $ 100.00 S 2,753.00 27.53_$ 2,753.00_ $ 27.53 S 2.753.00 340.004 D-GR HMA TY-D PG64-22(1.5'-2')fLEVELUPj TON 39 $ 100.00 $ 3,900.00 -39.00 $ 100.00 5 (3,900.00) 0.00 $ 100.00 $ - 0.00 5 - S • 0.00 $ - 760.001_CLEANING AND RESHAPING DITCHES If 4,538 $ 4.00 $ 18,152.00 -1,027.00 _$ 4.00 5 (4,108.00) 3511.00 $ 4.00 $ 14,044.00 3511.00 $ 14,044.00 $ - 3511.00 $ 14,044.00 SUB TOTAL $ 72,03950 5 (16576.38) 5 55,463.13 $ 55,463.13 5 • $ 55,463.13 4 Shortllne Ave.(W.50th 5t to O.6.) - 251.001 REWORKING BASE COURSE(4')IORD COMP) SY 1,436 $ 2.00 $ 2,872.00 28.00 5 2.00 S 56.00 1464.00 S 2.00 5 2,928.00 1464.00 $ 2,928.00 $ 1464.00 $ 2,928.00 - 247.001 FLEX BASE(TY A)(GR 2)(4"5COMPL IN PL) _ SY _ 1,436 $ 7.00 S 10,052.00_ 28.00 $ 7.00 S 196.00 1464.03 $ 7.00 $ 10,248.00 1464.00 $ 10,248.00 S - 1464.00 $ 10,248.00 275.001 CEMENT TREAT(MIX EXST MIL&NWB51(8")(DC) SY 1,436 $ 2.00 $ 2,872.00_ 28.00 $ 2.00 $ 56.00 1464.00 $ 2.00 $ 2,928.00 1464.00 $ 2,928.00 5 - 1464.00 $ 2,928.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL TON_ 23 _$ 220.00 $ 5,060.00 2.00 $ 220.00 $ 440.00 25.00 $ 220.00 $ 5,500.00 25.00 $ 5,500.00 $ - 25.00 $ 5,500.00 310.001 PRIME COAT14E-P) GAL 287 $ 4.00 $ 1,148.00 13.00 5 4.00 5 52.00 300.00 5 4.00 5 1,200.00 300.00 $ 1,200.00 $ 300.00 5 1,200.00 340.001 D-GR HMA TY-D PG64-22(1.5")(SURFACE COURSE) TON 124 $ 87.50 $ 10,850.00 -1.26 $ 87.50 $ (110.25) 122.74 $ 87.50 $ 10,739.75 122.74 $ 10,739.75 _$ - _ 122.74 $ 10,739.75 340.002 D-GR HMA TY-D PG64-22(15")(TRANSITIONS) TON 95 $ 100.00 $ 9,500.00 -92.00 $ 100.00 $ (9,200.00) 3.00 $ 100.00 $ 300.00 3.00 $ 300.00 S 3.00 $ 300.00 _340.003 D-GR HMA TV-0 PG64-22(15"-3")(DRWYS) TON 38 $ 100.00 $ 3,800.00_ -25.40 $ 100.00 5 (2,540.00) 12.60 $ 100.00 $ 1,260.00 12.60 $ 1,260.00 S - 12.60 $ 1,260.00 479.102 ADJUSTING MH(LIDS&COVERS) EA 1 $ 100.00 $ 100.00_ 0.00 $ 100.00 $ 1.00 $ 100.00 $ 100.00 1.00 $ 100.00 r $ - - LOG $ 100.00 760.001_CLEANING AND RESHAPING DITCHES IF 1.292 $ 4.00 $ 5,168.00 -385.00 $ 4.00 5 (1,540.00) 907.00 $ 4.00 5 3,628.00 907.00_5 3,628.00 $ - 907.00 $ 3,628.00 SUBTOTAL $ 51,42z.00 5 (12590.251 $ 38,831.75 $ 38,831.75 $ - $ 38,831.75 Page of 7 Base Bid _ Original Rid Contract Change Order No.1 Amended New Contract Previously Paid Due This Period Total to Date Item No. Description Unit Quantity Unit Price Amount Quantity Unit Price Amount Quantity Unit Price Amount Quantity Amount Quantity Amount Quantity Amount 4 Weaver St(Sestina to LoutIana) - _ ' 251.001 REWORKING BASE COURSE(4")(ORD COMP) SY 1.257 S 2.00 $ 2,514.00 -94.00 $ 2.00 $ (188.00) 1163.00 $ 2.00 $ 2,326.00 1163.00 5 2,326.00 $ 1163.00 $ 2.326.00 247.001 FLEX BASE(TY A)(OR 21(41(COMPL IN PI) SY 1.257 5 7.00 $ 8,799.00 -94.00 $ 7.00 $ (658.00) 1163.00 5 7.00 $ 8,141.00 1163.00 $ 8,141.00 $ - 1163.00 5 8,141.00 275.001 CEMENT TREAT(MIX EXST MTL&NW B5118")(DC) SY 1,257 5 2.00 5 2,514.00 -94.00 $ 2.00 $ (188.00) 1163.00 5 2.00 $ 2,326.00 1163.00 $ 2,326,00 S 1163.00 $ 2,326.00 275.002 CEMENT SUPER SLURRY(4%)(DRY WT)(DEL)(COMPL TON 20 _$ 220.00 $ 4,400.00 0.00 $ 220.00 $ - 20.00'5 220.00 $ 4,400.00 20.00 $ 4,400.00 $ - 20.00 5 4,400.00 310.001 PRIME COAT(AE-P) GAL 251 5 4.00 $ 1,004.00 -1.00 $ 4.00 5 (4.00) 250.00 $ 4.00 $ 1,000.00 250.00 $ 1,000.00 5 250.00 $ 1,000.00 340.001 D-GR HMA TY-0 PG64-22(LS")(SURFACE COURSE) TON 109 $ 87.50 $ 9,537.50 8.97 $ 87.50 $ 784.88 117.97 $ 87.50 $ 10,322.38 117.97 $ 10,322.38 $ - 117.97 $ 10,322.38 340.002 D-GR HMA TY-D PG64-22(1.5")(TRANSITIONS) TON 24 $ 100.00 5 2,400.00 -15.49 $ 100.00 5 (1,549.00) 8.51 $ 100.00 $ 851.00 8.51 $ 851.00 $ - 8.51 $ 851.00 340.003 D-GR HMA TY-D PG64-22(1.5"-3"110RWY5) TON 13 5 100.00 $ 1,300.00 -0.57 S 100.00 S (57.00) 12.43 $ 100.00 $ 1,243.00 12 43 $ 1,243.00 $ - 12.43 5 1,243.00 760.001 CLEANING AND RESHAPING DITCHES LF ' 1,508 $ 4.00 $ 6,032-00 -352.00 $ 4.00 $ (1,408.00) 1156.00 $ 4.00 $ 4,624.00 1156.00 $ 4,624.00 $ - 1156.00 $ 4,624.00 SUB TOTAL $ 36,500.50 $ (3,257.131 $ 35,233.38 $ 35,233.38 5 5 35,233.3E Miscellaneous 104.002 REMOVING CONCRETE(8"-12")(MONO CURB)(INCL U 2,448 $ 1.00 5 2,448.00 -2.448.00 5 1.00 5 (2,44600) 0.00 5 1.00 $ - 0.00 $ • $ - 0.00 5 164.001 SEEDING FOR EROSION CONTROL(CELL FBR AC 20 $ 2,000.00 5 40,000.00 -20.00 $ 2.000.00 $ (40,000.00) 0.00 5 2,000.00 5 - 0.00 $ $ - 0.00 $ - 204.001 SPRINKLING MG 70 $ 50.00 $ 3,500.00 -16.00 S 50.00 5 (800.00) 54.00 5 50.00 $ 2,700.00 54.00 $ 2,700.00 $ 54.00 5 2,700.00 500.000 MOBILIZATION(NOT TO EXCEED 5%OF ADJUSTED LS 1 _$ 100,000.00 $ 100,000.00 0.00 $ 100,000,00 5 - 1.00 $ 100,000.00 $ 100,000.00 0.90 $ 90,000.00 0.1$ 10,000.06 L00 $ 100,000.00 502.001 BARRICADES,SIGNS,AND TRAFFIC HANDLING MO 5 $ 5,000.00 $ 25,000.00 3.00 $ 5,000.00 $ 15,000.00 8.00 $ 5,000.00 $ 40,000.00 5.00 $ 25,000.00 $ &DO $ 40,000.00 506.001 TEMP SEDMT CONT LOGS(INSTALL&REMOVE)(6) EA 20 $ 100.00 $ 2,000.00 -4.00 $ 100.00 $ (400.00) 16.00 $ 100.00 $ 1,600.00 16.00 $ 1,600.00 $ • 16.00 $ 1,600.00 529.002 CONCRETE CURB MONO(8"-12") (CL A)(COMPL IF 2,448 $ 1.00 $ 2,448.00 -2,4413.00 $ 1.00 $ (2,448.00) 0,00 $ 1.00 $ 0.00 $ - $ - 0.00 5 529.003 RESTRAINING BLOCK(6"X 10")(COMPL IN Pt) IF 1,728 $ 1,00 $ 1,728.00 -1,728.00 $ 100 $ (1.728.00) 0.00 $ 1.00 $ • 0.00 $ • $ - 0.00 $ - SUB TOTAL $ 177,124.O0 5 (32,824.00) $ 144,300.00 _5 119,300.00 $ 10,000.00 $ 144,300.00 GRAND TOTAL $ 2,936,040.50 $ (722,740.25) $ 2,123,552.25, S 2,186,300.25 5 10.000.00 $ 2,213,300.25 ORIGINAL CONTRACT AMOUNT: $2,935,040.50 4PPROVFD BY _ . Quantities Verified By NET CHANGE ORDERS: $ (722,740.25) C� NEW CONTRACT AMOUNT: $2,213,300.25 `� e c rn 142,env-,;,‘J LESS 5%RETAINAGE: $ - 1eeern74 Manager Gregory K.Casmire,Project Inspector LESS PREVIOUS PAYMENT: ,078,885.24 / .4;tp TOTAL AMOUNT DUE: $2 134,415.01 i , Ar Aa"., ` APPRr� iild �� �I. F. F.wards.BRAS, / OP-gr. APPROVED., APPROVED BY John Cannate3a,City Engineer Clifton Williams,CPPB,Purchu h.g Manager Page 7 of 7 EXHIBIT G City of art rthu�� 7rtac www.PortArthurTx.gov CERTIFICATE OF COMPLETION Date: April 28, 2022 Project: 2019-2020 Street Rehabilitation Program—Various Locations; Change Order No. 1, Close Out, and Release of Retainage. To: All Concerned I HEREBY CERTIFY THAT this project was completed on January 14, 2022 and that the work was under periodic inspection during construction by Public Works Engineering. That to the best of my knowledge, the project was constructed substantially in accordance with the plans and specifications, and that record documents were received and are on file in Public Works Engineering. Submitte by: ozell oberts, , MEng, MBA Director of Public Works "Remember,we are here to serve the Citizens of Port Arthur" P.O.Box 1089 X Port Arthur,Texas 77641-1089 X 409.983.8101 X FAX 409.982.6743 EXHIBIT H CITY OF PORT ARTHUR, TEXAS DEPARTMENT OF PUBLIC WORKS CERTIFICATE OF ACCEPTANCE FOR... 2019-2020 STREET REHABILITATION PROGRAM—VARIOUS LOCATIONS To: LD Construction of Beaumont Texas This document is to certify that the City of Port Arthur, Texas accepts the completion of the 2019- 2020 Street Rehabilitation Program-Various Locations,on the basis of the recommendation of the City of Port Arthur's Public Works' Engineering Department and receipt of the Certificate of Completion, Contractor's Affidavit of All Debts Paid, Contractor's Certificate of Release, Contractor's Certificate of Warranty executed by LD Construction of Beaumont, Texas. Ron Burton City Manager • Sherri Bellard City Secretary