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Home My WebLink AboutASPRO, Inc.-2/22/2016CITY OF WATERLOO Council Communication Motion approving Change Order No. 7 for a net increase of $143,225.71 for the F.Y. Reconstruction Program, Contract No. 859; and authorize the Mayor and City Clerk to execute said document. City Council Meeting: 2/22/2016 Prepared: 2/16/2016 Motion approving Chane Order No. 7 for a net increase of $143,225.71 SUBJECT: for the F.Y. 2014 Street Reconstruction Program, Contract No. 859; and authorize the Mayor and City Clerk to execute said document. Submitted by: Submitted By: Dennis Gentz, PE, Assistant City Engineer This is the accumulated amount of adjustments from original to final Summary Statement: quantities that were determined necessary during the construction of the project, which results in an increase to the total project cost. Source of Funds: Local Option Sales Tax CITY OF WATERLOO, IOWA CHANGE or EXTRA WORK ORDER NO. PROJECT: F.Y. 2014 STREET RECONSTRUCTION PROGRAM CONTRACT NO. 859 Date Prepared: February 16, 2016 AMOUNT: $143,225.71 INCREASE TO: 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 April 21, 2014 . 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 BY: QL.oA-ZL 2/Zyll�v Mayor Date AT EST: City Clerk Date NET DECREASE $143,225.71 UN- •:• OW CONTRACTOR i Date u PRINTED NAME: Milt Dakovich TITLE: President City Engineer T Date Change Order No. 7 Contract No. 859 Page 1 of 1 F.Y. 2014 STREET RECONSTRUCTIQN PROGRAM CONTRACT NO. 859 FINAL QUANTITY SUNNARY BID ITEM DESCRIpTION UNIT ASPRQ PLAN TOTAL INCR/DECR INCR/DECR UNIT$ QTY QTY QTY AMOUNT fl DIVISION 1 BASE BID - SECTJON 1 _________ CONSTRUCT, MAINTAIN, REMOVE TEMPORARY ACCESS AND RE SY $5a40 93.3 58.0 35.30 .9..; 1 2 MISC. PCC, 9", 0-4 SY $69,00 167.5 0.0 167.50 3.60 ('11, . $504.00 3 REMOVE AND REPLACE MISO. 7.5" HF4A SY $140.00 3.8 0.0 4 REMOVE AND REPLACE MISC. 9.0' HMA SY SY SY TON $97.80 $75.00 $42.25 $190.00 218.6 341.0 133.4 28.2 56.4 45.1 178.7 3.9 162.20 295.90 45.30 24.30 .1.1 (. ,l - $I,913.93 $4 617.00 5 REMOVE AND REPLACE MISO, 7" P00, 0-4 6 REMOVE/REPLACEMISCSEALCOATW/2"HMA 7 ACC DRIVEWAYAPPROA0II 8 DRIVEWAY APPROACH 6.5" AC0 TON $0.00 0.0 0.0 0.00 $0.00 9 DRIVEWAYAPPROA0H AND SAJ, 6" PCC, 0-4 SY $44.75 956.9 1019.3 62.40 $2 792.40 10 DRIVEWAYAppRQA0HAND SiW, 5" P00, 0-4 SY $43,75 3524.7 3539.7 15.00 $656.25 11 SIDEWALK 4" P00, C-4 SY $42.50 725.2 929.0 1478.0 851.8 1011.7 1322.0 126.60 82.70 156.00 $5.380.50 $3,804.20 $5,772.00 12 PEDESTRIAN MMP, P00 SIDEWALK, 6" P00 C-4 SY $46.00 13 PEDESTRIAN RAMP DETE0TABLE WARN1Nc3 SURFACE SF $37.00 14 SIDEWALKCURB5EOTJON LF $35.00 $800.00 315.9 1.60 246.6 2.61 69.30 1.01 $2,425.60 $808.00 15 MIS0ELLANEOUS 0ONCRETE CY 16 CONORETEPAVEMENTREMOVAL 5'! $4.25 45061.6 45261.6 200.20 $850.85 17 ASPHALT PAVEMENT REMOVAL SY $4.25 15764.9 16196.1 411.20 $l,747.60 18 SIDEWALKAND DRIVEWAYREMOVAL 5'! 5'! $4.25 $6.50 5387.6 721.8 4995.1 661.3 392.50 139.50 $l,668.12 $906.75 19 SIDEWALKREMOVAL 20 SAWCUT LF SY $4.40 $4.50 2714,0 21072.4 2463,5 355.3 250.50 20717.10 $l,102.20 $93226.95 21 GEOGRID 22 WOVEN GEOTEXTILE SY $4.50 32322.5 32253.9 68.60 $308.70 23 MODIFIED SUBBASE TON TON $22.00 $46.00 29,894,10 40.00 44,748.59 5.05p$jI31 14854.49 $326 798.78 $l,677.60 24 RECYLEDASpHALTpAVING 25 26 27 ROADSTONE, 3/4" TON $48,00 117,00 125.48 _:kl 5407.04 DRAINTILE, 6" LF 58.95 30981.0 29975.5 1005.50 $B,999.23 DRAIN TILE, 4" . LF 57.40 1500.0 150,0 1350.00 59990.00 28 - DRAIN TILE STU8, 4" LF 517.40 1645.0 2030.0 385.00 56699.00 29 DRAIN TILE TAP AND COLLAR EA0H 5650.00 21.0 136.0 650.0 20.0 123.0 1.00 15.00 (5650.00 54275.00 30 RF -190, INLET OUTLET DETAIL (RODENT GUARD) EA0H LF 5285.00 51.00 2001 REMOVE SUBDRAIN TILE 850.0 0.00 50.00 31 0ONVERT WATER VALVE ?V%ANHOLE TO ROADBOX EACH 5525.00 27.0 96.0 98,0 98,0 2491,0 2.0 25.0 18.0 43.0 91.0 2956.0 0.0 2.00 80.00 55.00 7.00 467,00 2.00 51,050,00 54,040,00 $8,525.00 51,085,00 $l0,554,20 5108.00 32 WATER SERVICE CORPORATION, 3/4" EA0H EACH EA0H LF 550.50 5155,00 $l55.00 522.60 554,00 33 WATER SERVICE CURB STOP, 3/4" 34 - WATER SERVICE PAVE 80X, 3/4" 35 OOPPERWATERSERVJCE 314" 36 WATER SERVI0E CORPORATION, 1" EA0H 37 WATER SERVICE CURB STOP, 1" EACH 5205,00 2.0 3.0 1.00 5205.00 38 WATER SERVICE PAVE BOX, 1" EACH 5205,00 2.0 6.0 4,00 5820,00 39 4p COPPER WATER SERVICE, 1" LF 524.20 50.0 68.0 18,00 5435,60 WATERSERVICEKILL EAOH 5385.00 14.0 15.0 1.00 5365.00 41 WATER SERVICE TAP, 314" OR 1" EACH EACH 5115.00 5775.00 2.0 6.0 19,0 13.0 3.0 18.0 11.00 3.00 (1,00) 51,265,00 52,325,00 (5335.00) 42 LOWER WATER SERVICE, 3/4" OR 1" 43 UNDERGRDUND INVESTIGATIQN-WATER EACH 5335,00 44 45 46 LOWER WATER SERVICE, 3/4" DOWNINGAVENUE TOPSOIL, 4" LF SY 524.15 516.75 1254,0 8775,3 1315.0 9336.4 61.00 561,10 51,473.15 59,398.42 FIYDROSEED SY 53.10 670,0 10762,7 210,7 14800.9 459.30 4038,20 51,423.83 541,997.28 47 TOPSOIL REMOVAL FROM PARKINO, EARTI-IWORK SY 510.40 48 CONSTRUCTION SURVEY L5 564,175,00 1.000 1.000 0.00 50.00 5001 CONSTRUCTIOU SURVEY - IIARMOND AVE. STORE LS 5225.00 1,000 1.000 0,00 50.00 49 TRAFFI0 CONTROL LS 552 000.00 1.000 1.000 0.00 50.00 50 DETOUR ROUTE - BERT0H 51'. LS 53,000.00 1.0 1.0 0.00 50.00 51 DETOUR ROUTE DOWNING AVE. LS 53000.00 1.0 1.0 0,00 50.00 52 DETOUR ROUTE - LAFAYETTE ST. LS LS 53,000.00 53,000.00 1.0 1.0 1.0 1.0 0,00 0,00 50.00 50.00 53 DETOUR ROUTE - HAMMDND AVE. 54 DETOUR ROUTE - MITCHELLAVE. LS LS $3,000,00 53,000.00 1,0 1.0 1.0 0,00 50.00 55 - DETOUR ROUTE - EASTON AVE. 1.0 0,00 50.00 56 57 - PERMANENTUR8AN ROAD CLOSURE BARRICADE LS 51500.00 1.0 1.0 0,00 50.00 PAINTED PAVEMENT MARKING, WATER BASED STA 550.00 57.360 59.812 2,452 5122.60 58 PAVEMENT1RKING, SYMBOL OR LEGEND EACII EA0H S.Y. 5260.00 52,500.00 56.70 13,00 1.0 45.0 12.00 0.0 0.0 1.00 1.00 (45.00) 5260,00 52,500.00 5301.50 5210,541.94 59 RELOCATE STREET LIGHT 60 ROLLED EROSION CDNTROL PRODUCT TOTAL BASE DID - DIVISION 1 SECTION 1 Page - 1 2/16/2016 1:11 PM F.Y. 2014 STREET RECONSTRIJCTION PROGMM --- CONTRACT NO. 859 FINAL 001017777 SUN3IARY UNIT ASPRO PLAN TOTAL INCRIDECR INCR/DECR DIVISION 1 BASE 010 - SECTION IV - STORM SEWER IN ALLEYS UNIT $ QTY QTY QTY AMOIJNT 106 SAWING LF $5.00 80.0 34.3 62.0 19.5 (18.00) (14.80) ($90.00) ($96.20) 107 SIDEWALKAND DRIVEWAY REMOVAL SY $6.50 108 REMOVE AND REPLACE MISC. 4.5" HMA OVER 6" P00, M-4 SY SY $I43.00 $44.75 $43.75 $1 .315.00 55.1 22.3 12.0 1.0 51.7 19.5 0.0 1.0 (3.40) (2.80) (12.00) 0.00 ($486.20) ($125.30) ($525.00) $0.00 109 ALLEY OR DRIVEWAYAPPROACH AND S, 6" P00, C-4 110 DRIVEWAYAPPROACH 5' P00, C-4 SY EACH 111 TAP AND OOLLAR STORM MANHOLE 112 SW -5l1 RECTANGULARAREA INTAKE EACH $2,915.00 1.0 1.0 0.00 $0.00 113 TYPE E -2-C INLET EACH $3,295.00 1.0 0.0 (1.00) ($3,295.00) 114 STORM SEWER, 2000D, 12' LF $37.05 330.0 310.0 (20.00) ($741.00) $0.00 $0.00 115 FLARED END SECTION, 2000D, 12" CONSTRUCTION SURVEY EACH LS $l,315.00 $2,500.00 1.0 1.0 1.0 1.0 0.00 0.00 116 117 EXCAVATION/GRAOING SY $8.00 256.0 78.0 0.0 0.0 (256.00) (78.00) ($2,048.00) ($3,744.00) 118 RECYLED ASPHALT PAVING TON $48.00 119 TRAFFIC CONTROL LS $2,000.00 1.0 1.0 0.00 $0.00 1001 TYPE SW -509 INLET EACH $5,049.00 1.0 1.0 0.00 $0.00 59 RELOCATESTREETLIGHT EACH $2,500.00 0.0 1.0 1.00 $2,500.00 84 FURNISH AND INSTALL MANNOLE RING AND COVER EACH $875.00 0.0 1.0 1.00 $875.00 85 STORMWATER PROTECTION FOR STRUCTURES EACH $460.00 0.0 1.0 1.00 $460.00 TOTAL BASE 010 - DIVISION 1 SECTION IV ($7,315.70) UNIT ASPRO PLAN TOTAL INOR/DECR INCRJDECR DIVISION 1 BASE 010 - SECTION V - SIDEWALK INFILL IJNIT $ QTY QTY QTY AMOUNT 120 SIDEWALK, 4" PCO 0-4 SY $42.50 316.5 0.0 (316.50) ($13,451.25) 121 SIDEWALK, 5" P00, C-4 SY $43.75 36.6 0.0 (36.60) ($l,60l.25 122 EXOAVATION FORNEWSIDEWALK SY $15.00 353.1 0.0 (353.10) ($5,296.50) TOTAL BASE 010 - DIVISION 1 SECTION V ($2O,349.0 UNIT ASPRO PLAN TOTAL INOR/DECR INCRJDEOR DIVISION 1 BASE 810 - OHANGE ORDER NO. 4 UNIT $ QTY QTY QTY AMOUNT 4001 OONSTRUCT SANITARY SEWER, 8" LF $60.50 398.0 392,0 (6.00) ($363.00) 4002 STANDARD SANITARYNtNHOLE 48" EACH $4,7B6.00 2.0 2,0 0.00 $0.00 4003 TRAFFIO CONTROL LS $500.00 1.0 1.0 0.00 $0.00 TOTAL OHANGE ORDER NO. 4 ($363.00) TOTAL BASE 810 BID ITEM DESORIPTION UNIT ASPRO PLAN TOTAL INOR/DEOR INOR/DEOR ALTERNATE A UNIT $ QTY QTY QTY AMOUNT 1A 2", HM.A IMS 1/2", 60% OR SY $l0.70 22029.8 22,096,5 66.70 $713.69 2.A 2 1/2", HMA 113/4", 60% CR SY $ll.50 22029.8 22,096.5 66.70 $767.05 3A 3", IIMAIM B 3/4", 60% OR SY $13.55 22029.8 22,096.5 66.70 $903.79 4A 2", HMA3M 5 112",75% OR SY $10.75 31599.8 32, 349.2 749,40 $8,056.05 5A 4", HMA 3M 13/4", 75% OR SY $18.95 8783.4 9,558.1 774.70 $14,680.57 6A 51/2" HMA 3M 13/4", 75% CR SY $25.85 22561.1 22,607.8 48.70 $l,207.20 7A 3" HMA3M 8 3/4",75% CR SY $13.60 31344.5 32,165.9 821.40 $1l,171.04 8A CURB AND GUTTER, P00, 0-4, 24"WIDE, 71/2' THI0K LF $12.75 14327.2 14, 390.0 62.80 $800.70 9A CURB AND GUTTER, P00, 0-4, 24" WIDE, 9" THICK LF $14.25 5340.0 5,741.0 401.00 $5,714,25 IOA CURB AND GUTTER, P00, 0-4, 24" WIDE, 10.5" TIIICK OOLD WEATHER CONCRETE PROTEOTION LF SY $15.50 $3.75 12676.7 3209.1 3209.1 255.6 1.00 12,460.5 717.8 2,412.7 0.0 1.0 (216.20) (2491.30) (796.40) (255.60) 0,00 ($3,351 .10) ($9,342.38) ($3,265.24) ($2,556.00) $0.00 IIA 12A LINSEEDOILTREATMENT SY SY LS $4.10 $l0.00 $5 000.00 13A PAVEMENTSOARIFICATION PAVEMENT SAMPLES AND TESTING 14A iSA EXCAVATION CY $l0.50 17900.9 20, 900.2 2999.30 $31,492.65 16A SPEED HUMP, PER DETAIL LS $2,500.00 1.0 1.0 0,00 $0.00 TOTAL ALTERNATE A $56,992.26 Page - 3 2/16/2016 1:11 PM