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Home My WebLink AboutAspro - Final Quantity Adjustment - FY21 Asphalt Overlay, Cont. No. 1022 - 12.6.2021 I f CITY OF WATERLOO, IOWA E FINAL QUANTITY ADJUSTMENT PROJECT: F.Y. 2021 ASPHALT OVERLAY PROGRAM CONTRACT NO. 1022 Date Prepared: November 9.2021 AMOUNT:.$13,935.84 INCREASE TO: ASPRO INC. , Contractor 3 You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated May 3, 2021. s 2 A. Description of change to be made or extra work to be done: I Adjust construction quantities to actual construction quantities j B. Reason for ordering change or extra work: As-built quantities varied for some bid items. C. Settlement for cost of work to be made as follows: j Compensation already made to contractor through bid items. See attached summary. r 4 a TOTAL INCREASE $13,935.84 GZ 114;1 H 12/6/2021 BY: A_SPRO, INC. Mayor Date CONTRA T R BY: Date t TITLE: t ATTEST: r K4q F4'4V 12/6/2021 City Clerk Date APPROVED: i �r I C' y Engineer Dat s i Final Qty.Adjustment Contract No. 1022 Sheet 1 of 2 I FY 2023 ASPHALT OVERLAY PROGRAM PAY ESTIMATE FINAL CONTRACT NO. 1022 PAY PERIOD: BIO ITEM DESCRIPTION UNIT ORIGINAL FINAL QUANTITY ASPROUNIT ASPROUNIT INCREASE / ITEM DID QTY QUANTITY DIFFERENCE PRICE PRICE E%T. DECREASE BASE CONSTRUCTION 1 REMOVE INTAKE EACH 5.0 4.0 (1.0) $ 11600.00 $ 8,000.00 $ (],600.00) 2 INTAKE, SW-501 EACH 4.0 4.0 $ 51600.00 $ 22,400.00 $ 3 INTAKE, SW 505 EACH 1.0 11.0) $ 6,70000 $ 6,700.00 $ 16,]00.00) 4 REMOVE AND REPLACE E-I-C INLET BOXOUT EACH 2.0 2.0 $ 2,700.00 $ 5,400.00 $ 5 REMOVE AND REPLACE E-2-C INLET BOXOUT EACH 2.0 2.0 - $ 31100.00 $ 6,200.00 $ 6 REMOVE AND REPLACE WATERLOO K I NLLT TOP EACH 1.0 2.0 1.0 $ 3,750.00 $ 3,750.00 $ 3,750.00 7 REMOVE AND REPLACE WATERLOO K I FEET INSERT EACH 1.0 1.0 $ 3,350.00 $ 31350.00 $ 8 CASTING EXTENSION RI NO 11 FRET) EACH 35.0 3.0 (32.0) $ 250.0 $ 8,750.00 $ (8,000.00) 9 CASTING EXTENSION RING (MANHOLE) EACH 24.0 7.0 (17.0) $ 850.00 $ 20,400.00 $ (14,4SO.00) 10 REMOVE & REPLACE MANHOLE BOXOUT EACH 1.0 3.0 2.0 $ 11825.00 $ 10825.0 $ 3,650.00 11 MANHOLE ADJUSTMENT, MI NOR EACH 3.0 4.0 IBIS 1,500.00 $ 4,500.00 $ 1,500.00 12 INTAKE ADIUSTMENT, MINOR EACH 2. (2.0) $ 1,90000 $ 3,800.00 $ (3,800.00) 13 PAVEMENT, HMA, 1.5" STANDARD TRAFFIC ISE) SURFACE, 1/2", PG 58-285, NO FRICTION TON 2,754.70 2,313.65 1441.05) $ 137.20 $ 377,944.84 $ (60,512.06) 14 PAVEMENT, HMA, 2.0" STANDARD TRAFFIC (SH SURFACE, 1/2", PG 58-285, NO FRICTION TON 1,212.40 1,785.21 572.81 $ 136.95 $ 166,038.18 $ 78,446.33 15PAVEMENT, HMA, 3.0" STANDARD TRAFFIC EST) INTERMEDIATE, 1/2", PG 58-285 TON 3,320.90 3,676.85 355.95 $ 136.25 $ 4524472.63 $ 48,498.19 16 HMA PAVEMENT SAMPLES AND TESTING LS 1. 1.0 $ 5,000,00 $ 51000.011 $ 17 REMOVAL OF SIDEWALK SF 5,485.0 5,024.4 (460.60) $ 6.50 $ 35,652.50 $ (2,993.90) 18 REMOVAL OF PAVEMENT SY 155.3 185.6 30.30 $ 25.00 $ 3,882.50 $ 757.50 19 SIDEWALK, PCC, CA, 4-INCH SF 2,952.9 2,603.2 (349.70) $ 7.90 $ 23,327.91 $ 12,76163) 20 SIDEWALK, PCC, C-4, 6-INCH PEDESTRIAN RAMP SF 20847.3 2,886.6 39.30 $ 9.85 $ 28,045.91 $ 387.11 21 DETECTABLE WARNING SF 462.0 44.0 (18.0) $ 45.00 $ 20,790.00 $ (810.0) 22 REMOVE CURB & GUTTER IF 681.7 372.4 (309.3) $ 24.50 $ 16,701.65 $ (7,577.85) 23 CURB & GUTTER, 24-INCH WIDE, 6 INCH THICK, PCC CA IF 16.0 102.7 86.7 $ 51.50 $ 824.00 $ 4,465.05 24 CURB & GUTTER, 24-INCH WIDE, 8 INCH THICK, PCC CA IF 198.3 254.8 56.5 $ 53.50 $ 10,609.05 $ 31022.75 25 CURB & GUTTER, 24-INCH WIDE, 9 INCH THICK, PCC C 4 OF 190.2 14.9 (175.3) $ 62.00 $ 11,792.40 $ (10,868.60) 26 CURB & GUTTER, 24 INCH WIDE, I0 INCH THICK, PCC CA IF 277.2 (277.2) $ 65.50 $ 18,156.60 $ 118,156.60) 27 PAVEMENT, PCC, ML, a INCH BY 155.3 185.6 30.3 $ 64.50 $ 100016.85 $ 1,954.35 28 SURFACE PATCH TON 25.0 14.8 (10.2) $ 250.00 $ 6,250.00 $ (2,542.50) 29 PARTIAL DEPTH REPAIR PATCHES SF 6485.0 90059.0 2,574.0 $ 9.75 $ 63,228.75 $ 25,096.50 30 GRANUtARSHOULDER TONS 480.0 447.7 :(32.3) $ 32.15 $ 15,432.00 $ (1,038.45) 31 CRACK AND SEAT SY 22,654.0 22,654.0 $ 3.50 $ 790289.00 $ 32 MILLWEDGE EACH 19.0 19.0 - $ 2,800.00 $ 53,200.00 $ 33 PAVEMENT SCARIFICATION SY 151688.0 12,668.0 (3,020.) $ 7.25 $ 113,738.00 $ (21,895,00) 34 PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE STA 143.60 179.81 36.21 $ 55.00 $ 71898.00 $ 1,991.55 35 PAVEMENT MARKINGS, THERMOPLASTIC IF 220.0 2100 (100)1 $ 39.50 $ 8,690.00 $ (395.00) 36 PAVEMENT SYMBOLS & LEGENDS, THERMOPLASTIC EACH 2510 25.0 $ 500.0 $ 12,500.00 $ 37 TEMPORARY TRAFFIC CONTROL LS 1.0 1.0 $ 33,500,00 $ 33,500.00 $ 38 MOBILIZATION IS I.01.0 $ 51,000.00 $ 51,000.00 $ 39 EARTHWORK, GRADE AND REMOVE TOPSOIL SY 653. 573.7 (79.3) $ 25.00 $ 16,325.00 $ (1,982,50) 40 HYDRAULIC SEEDING, FERTILIZING, & MULCHING SY 303.0 844.8 541.8 $ 12.00 $ 3,636.00 $ 6,501.60 BASE CONSTRUCTION TOTAL 1,741,016,]6 $ 13,935.84 CHANGE ORDER ITEMS 1001 BEAM CURB IS 1.01 10 1 3,465.00 - CHANGE ORDER TOTAL CONSTRUCTION TOTAL I 11744,481.76 $ 13,935.84 ' PAYMENTS: AMOUNT PAY ESTIMATE HS $ 395,941,84 PAY ESTIMATE 02 $ 77,066.43 PAY ESTIMATE H3 $ 282,904.54 PAY ESTIMATE 114 $ 270,511.68 PAY ESTIMATE HS $ 76,417.71 PAY ESTIMATE H6 $ 52,269.00 PAY ESTIMATE H7 $ 94,935.06 PAYESTIMATEHB $ 381,052.40 PAYESTIMATEN9 $ 9,620.55 PAYESTIMATEHI0 $ 6,129,44 PAY ESTIMATE 411 $ 23,648.07 RETAINAGE $ 87,920,88 TOTAL PAYMENTS: $ 1,758,417.60 :CHANGE ORDERS: AMOUNT CHANGEORDER41 $ 3,465.00 CHANGE ORDER TOTAL $ 3,465,00 ORIGINAL CONTRACT AMOUNT $ 1,741,016.76 CHANGE ORDER TOTAL $ 31465.00 REVISED CONTRAR AMOUNT $ 1,]99,981.]6 FINAL QUANTITY SUMMARY $ 13,935.84 FINAL CONTRACT AMOUNT $ 10758,417.60 FINALQUANTITY ADJUSTMENT CONTMU41022 SHEET 20F2