Loading...
HomeMy WebLinkAboutASPRO-Completion of Proj- FY15 Street Reconstruction #873-12/5/2016CITY OF WATERLOO, IOWA CHANGE or EXTRA WORK ORDER NO. PROJECT: F.Y. 2015 STREET RECONSTRUCTION PROGRAM CONTRACT NO. 873 Date Prepared: November 28, 2016 AMOUNT: $163,957.18 INCREASE TO: ASPRO. INC. , Contractor You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated March 16, 2015 . A. Description of change to be made or extra work to be done: Adjust original construction quantities to actual construction quantities. 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: Compensation already made to contractor through original bid items. See attached summary. CITY OF WATERLOO 1� BY: Mayor Date ATTEST: 1 City Clerk Date NET INCREASE $163,957.18 ASPRO. INC CONTRACTOR BY: Date PRINTED NAME: Milt Dakovich TITLE: President F.-TROOT93wo City Engineer Date Change Order No. 3 Contract No. 873 Page 1 of 1 F.Y. 2015 STREET RECONSTRUCTION PROGRAM --- CONTRAOT NO. 873 QUANTITY INCREASE DECREASE SUMMARY -- BID ITEM DESORIPTION - UNIT ASPRO PLAN FINAL INOR/DECR INCR/DECR UNT$ QTY QTY QTY AMOUNT DIVISION BASE BID - SECTION 1 1 MISO. CURB AND GUTTER, P00, 6", C-4 LF 335.00 21.0 0 0 (21.0) (87.9) 66.2 ($735.00) ($12,306.00) 84,965.00 2 REMOVE AND REPLAOE MISO. 7.5" HMA SY 3140 .00 87.9 3 REMOVE AND REPLAOE MISC. 6" P00, M-4 SY $75 .00 44.4 110.6 4 REMOVEJREPLACE MISC. SEAL0OAT W/ 2" HMA SY $42 .25 15.1 0 1.3 (15.1) (18.7) (134.2) (8637.98) ($3,553.00) 5 AO0DRIVEWAYAPPROAOH TON 3190.00 20.0 6 - REMOVE AND REPLAOE MISC. HMA, 4" SY 350.00 453.7 319.5 (86,710.00) 7 DRIVEWAYAPPROACHANDS/W,6"P00,0-4 SY 344.75 571.8 555.3 2041.8 (16.5) 464.7 (8738.38) $20,330.63 8 DRIVEWAY APPROAOH AND SPPJ, 5" PCO, 0-4 SY 343.75 1577.1 9 SIDEWALK, 4" P00, 0-4 SY 342.50 390.1 451.9 61.8 $2,626.50 10 PEDESTRIAN RAMP, P00 SIDEWALK, 6" P00, 0-4 SY 346. 00 451.5 561.4 109.9 $5,055.40 11 PEDESTRIAN RAMP DETEOTABLE WARNING SURFAOE SF 337 .00 584.0 561.6 60.3 (22.4) (103.6) (8828.80) (33,626.00) 12 SIDEWALK OURB SE0TION LF 335.00 163.9 13 MISOELLANEOUS0ONORETE CY 3800.00 3.0 1 (2.0) 4,069,7 (31,600.00) 317,296.23 14 CONORETE PAVEMENTREMOVAL SY 34.25 18064.6 22134.3 15 ASPHALT PAVEMENT REMOVAL SY 34.25 12566.3 9476.8 (3,089.5) (813,130.38) 16 SIDEWALKANDDRIVEWAYREMOVAL SY 34.25 j 2632.5 2657.7 25.2 3107.10 17 SIDEWALK REMOVAL SY sip_ppj 2505 35.00 1635.0 455 1764 204 5 129.0 32 045 00 8645.00 18 SAWOUT LF 19 GEOGRID SY 34 50 13211.6 0 16827.5 (94945) 3,615.9 (842 725 25) 316,271.55 20 WOVEN GEOTEXTILE SY 34.50 j 21 MODIFIED SUBBASE TON TON gppJ 348.00 14496.30 10.0 L 88.70 21577.4 0 54.07 7,081.1 (10.0) (34.6) 3155,784.20 (8480.00) (81 .662.24) 22 RE0YLED ASPHALT PAVING 23 - ROADSTONE, 3/4" TON 348.00 24 DRAIN TILE, 6" LF 38.95 17858.9 17147 (711.9) 960 (15.01 (3.0) (6.0) 2.0 (86,371 .51) 871040 (8261.00) (81,950.00) (81 ,800.0P1 81,050.00 25 DRAINTILE 4 LF LF iEfl 317 .40 760 1120.0 19.0 172 1105 16 26 DRAIN TILE STUB,4" -- 27 DRAIN TILE TAP AND COLLAR EAOH 3650.00 28 - SUBDRAIN OUTLET (DR -303) - EAOH EACH $300 .00 63.0 3525.00 J 3.0 57 5 29 OONVERT WATER VALVE MANF-IOLE TO ROADBOX 30 WATER SERVI0E OORPORATION, 314" EAOH $50 . soJ 23.0 23.0 3155 .00 23.0 1 3 4 (22.0) (20.0) (19.0) (81 .111.00) (83,100.00) (82,945.001 31 WATER SERVIOE CURB STOP, 3/4" EA0HppJ EAOH 32 -- WATER SERVI0E PAVE BOX, 3/4" 33 0OPPER WATER SERVIOE, 3/4" LF 323.60 J 641.0 157 1 (484.0) 0.0 (811 .422.40) 30.00 34 WATER SERVI0E OORPORATION, 1" EAOH 1.0 35 WATERSERVICE0URBSTOP, 1" EAOH 3205.00 .0 0 (1.0) (8205.00) 36 WATER SERVI0E PAVE BOX, 1" EA0H 3205.00 1 1.0 1 0.0 80.00 37 OOPPERWATERSERVIOE, 1" LF 40.0 0 (40.0) (8968.00) 38 WATERSERVI0E0ORPORATION, 2" EAOH 3290.00 i.0 0 (1.0) (8290.00) 39 WATERSERVI0EOURBSTOP,2" EA0H 3500.00 1.0 1.0 0 0 (1.0) (1.0) (45.0) (8500.00) (8255.00) (81,617.75) 40 WATER SERVIOE FAVE BOX, 2" EAOH 41 GOPPER WATER SERVI0E, 2" LF 335.95 45.0 0 42 WATER SERVI0E KILL EACH 3385.00 1 12.0 11 (1.0) (8385.00) (8115.00) 43 WATERSERVIOETAP, 2" EAOH 1.0 0 (1.0) 44 LOWERWATERSERVI0E,3/4"ORl" EAOH 3775.00 tP 2.0 0 9.5 (1.0) (8775.00) 45 UNDERGROUNDINVESTIGATION-WATER EAOH 3335.00 7.5 82,512.50 46 TOPSOIL, 4" SY 316.75 4874.2 5489.3 615.1 310,302.93 47 FIYDROSEED SY 33.10 1020.0 744.4 (275.6) 56335 (3854.36) 858 58840 48 TOPSOIL REMOVAL FROM PARKING EARTHWORK SY 310 40 15300 71635 49 OONSTRU0TIONSURVEY LS 342,935.00 1.00 1 0.0 80.00 2001 CONSTRUCTION SURVEY - EXTRA FOR MOURNING DOVE LS $527 .50 1.00 1 0.0 $0.00 50 TRAFFI0 OONTROL LS - 335, 000.00 1.00 1 0.0 80.00 51 DETOURROUTES-HUMMINGBIRDOIROLE LS 33,000.00 1.0 0 1 (1.0) (83,000.00) 52 DETOUR ROUTES- E. MITOHELLJBALTIMORE LS 33, 000.00 1.0 0.0 80.00 53 PAINTEDPAVEMEN4TMARKING.WATERBASEP STA 350.00 43.180 19.355 (23.8) (81.191.25) (834.10) 1001 REMOVE AND REPLA0E MISO OURB AND GUTTER, 8" P00 (E4T LF $34.10 75.0 74 (1.0) 1002 REMOVE AND REPLAOE 4" P00 SIDEWALK (E 4TH) SF 36.05 100.0 91.3 (8.7) (852.64) $170,353.81 TOTAL BASE BID - DIVISION 1 SEOTION 1 Page - 1 12/5/2016 3:29 PM F.Y. 2015 STREET RECONSTRUCTION PROGRAM CONTRACT NO. 873 QUANTITY INCREASE DECREASE SUMMARY UNIT ASPRO PLAN FINAL INGR/DECR INCR/DECR DIVISION 1 BASE BID - SECTION 11 UNIT $ QTY QTY QTY AMOUNT 54 STORM SEWER, 20000, 36" LF $88. 15 20.0 0 (20.0) (20.0) (10.0) 4.0 ($1,763.00) 55 STORM SEWER, 20000, 30" LF $78 .00 20.0 0 0 ($1,560.00) ($700.00) $272.00 56 STORM SEWER, 20000, 24" LF $70.00 10.0 57 STORM SEWER, 20000,18" LF 68 .00 12.0 16 58 STORM SEWER, 2000D, 15" LF $39.15 329.3 279 978.8 (50.3) (46.0) 2.0 ($1 .969.25) ($l 748.00) $7,410.00 ? STORM SEWER, 2000D, 12" LF $38 .00 1024.8 60 STORM MANHOLE, TYPEA, 48" EACH 3, 705.00 10.0 12 61 STORM MANHOLE, TYPE A, 60" EACH $5, 000.00 2.0 2 0.0 $0.00 62 SW -402 MODIFIED RECTANGULAR STORM MANHOLE EACH $4, 500.00 3.0 4 1.0 $4,500.00 63 REMOVE EXISTING STRUCTURE EACFI $525 .00 28.0 23 (5.0) (72.3) (1.0) 0.0 ($2,625.00) ($672.39) 64 REMOVE STORM SEWER PIPE LESS THAN 36" LF $9 .30 399.3 327 65 TYPE E -1-C INLET EACI-I $2, 475.00 18.0 17 11 ($2,475.00) $0.00 -- 66 TYPE E -2-C INLET EACH $3, 395.00 11.0 67 TYPE E -3-C INLET EACI-I $4, 425.00 2.0 2 0.0 $0.00 68 TYPE 8-1-0 INLET, MODIFIED EACH EACH ?3, 920.00 $4, 980.00 2.0 2.0 2 0 0 0.0 (2.0) (2.0) (2.0) $0.00 ($9,960.00) ($7,400.00) ($9,000.00) 69 TYPE E -2-C INLET, MODIFIED 70 TYPE SW -507 INLET EACH $3,700.00 2.0 71 TYPE SW -509 INLET EAGH $4, 500.00 2.0 0 72 REM/REPL INLET BOXOUT, E -1-C EACH $1, 035.00 6.0 3.0 5 3 (1.0) 0.0 ($1 .035.00) $0.00 73 REM/REPL INLET BOXOUT, 8-2-0 EACH $1, 140.00 74 RRM/REPL INLET BOX0UT, E -3--C EACH $1, 700.00 3.0 3 0.0 $0.00 75 REM/REPL INLET BOXOUT, MODIFIED E -2-C EACH $1, 500.00 1.0 9.0 0 8.5 0 (1.0) (0.5) (2.0) (4.0) (14.0) ($1 500.00) ($657.50) ($1,530.00) 76 TAP AND COLLAR STRUCTURE OR PIPE EACH $1, 315.00 77 INSULATE EXISTING COPPER WATER SERVICE EACH $765.00 2.0 78 FURNISI-I AND INSTALL MANHOLE RING AND GOVER EACH $875 .00 4.0 53.0 0 39 ($3,500.00) ($6,440.00) ($42,353.14) 79 STORM WATER PROTECTION FOR STRUCTURES EACH $460 .00 TOTAL BASE 810 DIVISION 1 SECTION 11 INCRIDECR BID ITEM DESCRIPTION UNIT ASPRO PLAN FINAL INCRIDECR DIVISION 1 BASE BID - SECTION 111 UNIT $ QTY QTY QTY AMOUNT 80 RECONSTRUCT SANITARY SEWER, 12" LF $69.00 2287.0 2290 3.0 $207.00 ($841.50) ($3,150.00) $8,894.90 81 RECONSTRUCtSANITARY SEWER, 8" LF $ss.00 650.3 635 84 1828 (15.3) (14.0) 194.0 82 REMOVE AND REPLACE SANITARY SEWER, 6" LF LF 225 .00 $45 .85 98.0 1634.0 - 83 SANITARY SEWER SERVICE, 6" 84 STANDARD SANITARY MANHOLE, 48" EACH $4, 350.00 7.0 7 0.0 $0.00 85 MAJOR MANHOLE ADJUSTMENT EACH $0 .00 0.0 0 0.0 $0.00 86 REMOVE EXISTING STRUCTURE, SANITARY MANHOLE EACF-J $650 .00 6.0 6 0.0 $0.00 $0.00 67 REMOVE SANITARY SEWER, 12" LF $35.00 235.0 235 0.0 88 FURNISH AND INSTALL MANHOLE RING AND COVER EACH $875 .00 4.0 1 0 (3.0) (1.0) (4.0) (2.0) ($2,625.00) ($410.00) 89 TRACESANITARYSEWERSERVICE EACF-I $410.00 1.0 90 DYETESTINVESTIGATION EACH $1B0.00 6.0 5.0 2 3 ($720.00) ($850.00) $505.40 91 UNDERGROUND INVESTIGATION -SANITARY EACH $425 .00 TOTAL BASE BID - DIVISION 1 SECTION 111 RIO 11255 DESCRIPTION ONIT ASPRO PLAN FINAL INCR/DECR INCR/DECR DIVISION 1 BASE 810 - SECTION IV UNIT $ QTY QTY QTY AMOUNT 92 I-IYDROSEED SY $1. 80 9878.7 10525.8 647.1 $1,164.78 TOTAL 8ASE 810 $129,670.86 810 ITEM DESCRIPTION UNIT ASPRO PLAN FINAL INCR/DECR INCR/DECR ALTERNATE A UNIT $ QTY QTY QTY AMOUNT 1A 2", HMA IM 51/2", 60% CR SY $10. 80 21295.2 21919.2 624.0 $6,739.20 2A - 21/2", HMA 1M 3/4", 60% CR SY SY $11.95 212952 21919.2 624.0$7,456.60 624.0 3", HMA IM B314", 60% CR $1 .10 21295.2 21919.2 $8,798.40 4A 2", FIMA 3M 51/2", 75% CR SY $10.85 5326.4 5328.4 0.0 $0.00 5A 6A 4", I -IMA 3M 11/2", 75% CR SY $19.6s 5328.4 5328.4 0.0 0.0 $0.00 $0.00 3", HMA 3M 8 1/2", 75% CR SY $14 .15 5328.4 5328.4 7A CURB AND GUTTER, P00, 0-4, 24" WIDE, 71/2" THICK LF $13. 75 13841.1 14038.9 197.8 $2,719.75 8A CURB AND GUTFER, P00, 0-4, 24" WIDE, 9" THI0K LF $15 .95 4170.1 4173 2.9 $46.25 9A OOLD WEATHER CONORETE PROTECTION SY SY $3 .90 $ 4.30 3029.8 1772.6 1.00 6845.0 0 680.9 1 9429.3 (3.029.8) (1,091.7) 0.0 2,584.3 ($11,816.22) ($4,694.31) $0.00 1 OA LINSEED OIL TREATMENT 11A PAVEMENTSAMPLESANDTESTING - LS $5,000.00 - 12A EXCAVATION CY $10 .50 $27,135.15 TOTAL ALTERNATE A $36,385.03 Page - 2 12/5/2016 3:29 PM F.Y. 2015 STREET RECONSTRUCTON PROGRAM - GONTRACT NO. 873 QUANTITY INCREASE DECREASE SUMMARY DIVISION 11 - WATER MAIN ASPRO PLAN FINAL INCRIDECR INCRIDECR ITEM DESCRIPT(ON UNIT UNIT $ QTY QTY QTY AMOUNT 1 Ductie iran water niain, 6 -inch dia., Class 52 LF $55 .64 680.0 655 (25.0) 17.0 ($1 391 .00) $1 040.40 2 Ductile Iran water nlain, 84nch dia., Class 52 With Nitrlle Gaskets LF $61 .20 1,236.0 1253 3 Ductile iran water niain renioval LF $11.35 977.0 996 19.0 $215.65 4 5 Tapping sleeve, vaWe and bax, 6 on 6 inch dia. EACH $3, 695.00 1.0 1 0.0 $O.00 Gate vaive and box, 8 -inch dia. EACH $1, 850.00 2.0 2 0.0 $0.00 6 Gate vaive and box, 6 -inch dia. EACH $1, 600.00 1.0 2 1.0 $1 600.00 7 Tee, 8 -inch x 8 -inch dia. EACH $600 .90 1.0 2.0 1 2 0.0 0.0 $0.00 $0.00 8 Reducer, 8 inch x 6 inch dia. EACH $415 .00 9 Cap ar PIug, 6 inch dia. EACH $360 .00 3.0 1 (2.0) 0.0 ($720.00) $0.00 10 Ca' nr Flug, 8 inch dia. EACH $360 .00 1.0 1 11 Megalugs, 6 -inch dia. EACH $135.00 1,0 6 5.0 $675.00 12 Megalugs, 8 -inch dia. EACH $160 .00 4.0 5 1.0 $160.00 13 Concrete biocking Flydrant assenibly Hydrant renioval EACI-I EACFI EACH - $395 .00 $4, 995.00 $725.00 4.0 3.0 5 3 1.0 0.0 $395.00 $0.00 14 15 2.0 2 0.0 $0.00 16 Bend,6inch,anydegree EACH $250.00 1.0 2 1.0 $250.00 17 Bend, 8 inch, any degree Sleeve, 6 inch dia. EACH EACH $330.00 $275 .00 1.0 2.0 0 1 (1.0) (1.0) ($33O.Q ($275.00) 16 19 Sleeve, 8 inch dia. EACH $350 .00 1.0 0 658 1 (1.0) (59.0) (1.0) 1.0 ($350.00) 20 Teniporary PVC water niain Renioval af temporary PVC surface water niain connections to ductile Iran water main LF -- EACH $21 .25 $1, 540.00 717.0 2.0 ($1 ,253.7 ($1,540.00) $1 185.00 21 22 314' short side water services EACR $1, 185.00 8.0 9 23 314" long side water services - EACI-I $1, 800.00 20,0 20 0.0 $0.00 24 1' short side water services EACH $1, 410.00 1.0 0 (1.0) ($1 .410.00) $0.00 25 1" long side water services EACH $2, 025.00 1.0 1 0.0 26 Kill and plug service line atwater niain EACH $450 .00 4.0 4 0.0 - $0.O0 27 Rernove inactive pave box and abandon water service line stub in place Otfsets, 6 -inch x 8 -inch, install only EACH EACH $325.00 $150 .00 2.0 0.0 0 2 (2.0) 2.0 ($650.00) $300.00 EXTRA 01 Total estimated aniount-Division 11 - ($2,098.70) - TOTAL INCREASE $163,957.18 - 4.48% ORIGINAL CONTRACT AJ4OUNT -- - $3,494,504.20 CHANGE OROER NO. 1 $3,162.50 CHANGE 02032 NO. 2 $527.50 CHANGE ORDER NO. 3 (QUANTITY ADJUSTNENT STJNMARY) $163,957.18 FINAL CONTRACT At400NT $3,662,151.38 PAYMENTS TO CONTRACTOR -- ESTINATES 1-25 $3,479,933.25 RETAINAGE $182,2l8.13 TOTAL $3,662,151 .38 Page - 3 12/5/2016 3:29 PM