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CITY OF NEW BRIGHTON CONTRACTOR: Northwest Asphalt,Inc.
<br /> ENGINEERING DEPARTMENT 1451 Stagecoach Road
<br /> Shakopee,MN 55379
<br /> PHONE:(952)445-1003
<br /> FAX:(952)445-1056
<br /> Project 13-1,2013 Street Rehabilitation
<br /> PARTIAL PAYMENT 2
<br /> DATE:September 24,2013
<br /> S.A P.147-020-037
<br /> NO M l E NUM:1EP DESCRIPTION UNIT
<br /> ESTIMATED PROJECT TOTAL PAYMENT
<br /> UNIT PRICE QUANTITY COST QUANTITY THIS QUANTITY COST
<br /> PAYMENT
<br /> 1 2021.501 MOBILIZATION LUMP SUM ' $60,000,.. 10 560,000.0. 0.25 0.75 $45,000...
<br /> © 2101,502 CLEARING _ TREE 5250... 20.0 $5,000...- 20.0 $5,000,''
<br /> 3 2101.507 GRUBBING TREE $100.0 20,0 $2,000.0. 21.0 $2,100,1.
<br /> 4 2104.501 REMOVE WATERMAIN LIN.FT. $5.0., 3,284.0 $16,420.0, 1.292.0 2,248.0 $11,240.1.
<br /> 5 2104.501 REMOVE SEWER PIPE STORM LIN.FT. $8.4. 146.0 $1,168.0. 53.0 53.0 $424.1..
<br /> 6 2104.501 REMOVE CURB AND GUTTER LIN.FT. $3.r' 3,495.0 $10,485.0. 332.0 1,347.0 $4,041,0.
<br /> 7 2104.501 REMOVE CURB AND GUTTER(SPOT LOCATIONS) LIN.FT. $5.r. 330.0 $1,650.4'
<br /> B 2104.501 REMOVE BITUMINOUS CURB(SPOT LOCATIONS) LIN.FT. $3.r' 67.0 $201.r•
<br /> 9 2104.503 REMOVE CONCRETE WALK SQ.FT. $1,5. 1,165.0 $1,747. ' 56-0 88.0 $132.0.
<br /> 10 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ.YD. 55.0. 403.0 $2,010.r.
<br /> 11 2104.505 REMOVE BITUMINOUS PAVEMENT SQ.YD. S2.0. 13,863.0 $27.766.4. 13,883.0 13,883.0 $27,766.I'
<br /> 12 2104.509 REMOVE HYDRANT AND VALVE EACH $200.1" 8 0 $1,600.r. 1.0 2,0 $400.0.
<br /> 13 2104.509 REMOVE GATE VALVE AND BOX EACH $100.4. 13.0 $1,300,1. 3.0 $300-0.
<br /> 14 2104.509 REMOVE DRAINAGE STRUCTURE EACH $350.,. 16.0 $5,600.1. 5.0 5.0 $1,750-I r
<br /> 15 2105.509 REMOVE OUTLET STRUCTURE EACH $400.0. 1-0 $400.4'
<br /> 16 2104.509 REMOVE SIGN AND POST EACH $25,.' 6.0 $150.0'
<br /> 17 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN.FT. $3,0. 731.0 $2,193-0.
<br /> 18 2104.523 SALVAGE SIGN EACH $100.r• 6.0 $600...
<br /> 19 2104.523 SALVAGE MAIL BOX AND POST EACH $75,1, 6.0 $450,1•
<br /> 20 2104.603 ABANDON WATERMAIN LIN.FT. $3.1• 1,465.0 $4,395.1r
<br /> 21 2105,507 COMMON EXCAVATION(P) CU.YD. $19.41 1,788.0 534,705,.: 65 58 65.58 51.272 91
<br /> 22 2105.507 SUBGRADE EXCAVATION CU.YD. $19.41 100.0 $1,941.1.
<br /> 23 2105.607 POND EXCAVATION(VM) CU.YD. $16,5. 500.0 58,250.1.
<br /> 24 2105.607 PLANTING MEDIUM(CONSTRUCTION SAND) CU.YD. $30.0. 82.0 $2,460.4' 36.06 36.06 51,081-:.
<br /> 25 2211.501 AGGREGATE BASE CLASS 7 TON $12.4 5,040.0 $62,746.r'
<br /> 26 2231.501 TYPE SP 12.5 WEARING COURSE MIXTURE SPWEB34OC(DRIVEWAY MIX) TON $150,.' 22.0 53,300.4'
<br /> 27 2331.603 SAWED/SEALED JOINT LIN.FT. $3.: 1,250.0 $4,812 .
<br /> 28 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL. $3.1. 694.0 $2.082.4•
<br /> 29 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE SPWEB340C TON 578-r' 1.675,0 $130,650.4.
<br /> 30 2360.502 TYPE SP 12,5 NON WEARING COURSE MIXTURE SPNW B330C TON $65. • 2.600.0 $170.300..'
<br /> 31 2451.509 AGGREGATE BEDDING(LV) CU.YD. $30..1 10.0 $300.4.
<br /> 32 2501.602 15"RC APRON AND TRASHGUARD EACH $715.4. 2.0 $1,430.r'
<br /> 33 2502.541 6"PERFORATED PE PIPE DRAIN LIN.FT. $14.4 300.0 $4,341-0.
<br /> 34 2502.541 8"PERFORATED PE PIPE DRAIN LIN.FT. $16,04 110,0 $1,764.4. B0,0 80 0 $1,203.2.
<br /> 35 2502.541 8"PVC(CONNECT TO OUTLET STRUCTURE) LIN.FT. $40.0• 5.0 $200.0. 5.0 5.0 $200.r r
<br /> 36 2502.602 6"PVC PIPE DRAIN CLEANOUT EACH $660... 1.0 5660.0.
<br /> 37 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN.FT. $28.94 596.0 $17,248.24 281,0 355,0 510,273.7.
<br /> 38 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS V LIN.FT. $30.•• 70.0 52,163.r.
<br /> 39 2503.601 SANITARY SEWER SPOT REPAIR AREA 1 LUMP SUM $2,500.4. 1.0 $2,500.r. 1.0 1.0 $2,500.1.
<br /> 40 2503.602 CONNECT TO EXISTING DRAINAGE STRUCTURE EACH $650.4, 2.0 $1,300... 1.0 20 $1,300.0•
<br /> 41 2504.601 TEMPORARY WATER SERVICE LUMP SUM $9,500,0, 1.0 $9,500.4' 0.75 57,125.0,
<br /> 42 2504.602 CONNECT TO EXISTING WATERMAIN EACH $650.r' 11.0 $7,150.0. 4.0 6.0 $3,900.0,
<br /> 43 2504.602 ADJUST VALVE BOX EACH $350.a 0.0 $2,1300_0,
<br /> 44 2504.602 4"GATE VALVE AND BOX EACH 51,015.1. 2.0 $2,030.00 2.0 2,0 52,030.0.
<br /> 45 2504.602 6"GATE VALVE AND BOX EACH 51,335.r' 12.0 $16,020.0. 5,0 10.0 513,350.0.
<br /> 46 2504.602 8"GATE VALVE AND BOX EACH $1,865.'. 3.0 $5,595.0. 20 20 $3,730.4.
<br /> 47 2504.602 'I 1/2"CORPORATION STOP WITH SADDLE EACH $450.1. 15.0 $6,750.0., 5.0 $2,250.4'
<br /> 48 2504.602 2"CORPORATION STOP WITH SADDLE EACH $575.4' 10.0 $5,750.r. 10.0 11.0 56,325.1,
<br /> 49 2504.602 1 1/2"CURB STOP&BOX EACH $585,.' 15.0 $8,775,'' 5.0 $2,925....
<br /> 50 2504.602 2"CURB STOP&BOX EACH $690.r' 10.0 $6,900... 10.0 11.0 $7,590.0.
<br /> 51 2504.602 HYDRANT WITH 6"GATE VALVE EACH $4,500... 9.0 $40,500.0' 4.0 6,0 527,000.0•
<br /> 52 2504.603 1 1/2'TYPE"K"COPPER PIPE LIN-FT- $30.71 362.0 $11,117.0. 154.00 54,729 34
<br /> 53 2504.603 2'HDPE SERVICE PIPE LIN.FT. $23.• 463.0 $10,959.21 398.0 428-0 510,130.7.
<br /> 54 2504.603 4"WATER SERVICE DUCT IRON CL 350 LIN.FT. $33.14 103.0 $3,413.4' 05.0 85.0 $2,816.•'
<br /> 55 2504.603 6"WATER SERVICE/HYDRANT LEAD-DUCT IRON CL 350 LIN.FT. $31.3. 133.0 $4,169.5' 10.0 $313. .
<br /> 56 2504,603 6'WATERMAIN-DUCT IRON CL 350 LIN.FT. 529. • 2.582.0 $76,323.9 1,156.0 2.113,0 $62,460.
<br /> 57 2504.603 8'WATERMAIN-DUCT IRON CL 350 LIN.FT. $36.94 1,265.0 $46,729.1' 710.0 710,0 $26,227.''
<br /> 58 2504.608 DUCTILE IRON FITTINGS POUND 53. , 2,094.0 $7,915.3• 2,680.0 3,548,0 $13,411.'
<br /> 59 2506.502 CONSTRUCT CATCH BASIN(2'X3')W/CASTING EACH $1,832-0' 10.0 516,320..' 2.0 5.0 $9,160...
<br /> 60 2506.502 CONSTRUCT CATCH BASIN(48"ROUND)W/CASTING EACH $2,270.0. 120 $27,240.r' 5.0 11.0 $24,970.r.
<br /> 61 2506.502 CONSTRUCT CATCH BASIN(60"ROUND)W/CASTING EACH $3,921,r' 1.0 $3,921.r' 1.0 $3,921.0.
<br /> 62 2506.502 CONSTRUCT CATCH BASIN(72'ROUND)W/CASTING EACH $4,700_.' 1.0 S4.700... 1,0 1.0 $4.700.r'
<br /> 63 2506.502 CONSTRUCT CONTROL STRUCTURE(60"ROUND)WITH GRATE EACH $3,225.0. 1.0 $3,225.0, 1.0 1.0 53,225...
<br /> 64 2506.502 BAFFLE WEIR EACH 53,500.0. 1.0 $3,500...
<br /> 65 2506.516 SAFL BAFFLE EACH $3,600.0. 1.0 53,600...
<br /> 66 2506.522 ADJUST FRAME AND RING CASTING EACH 57500. 1.0 $750...
<br /> 67 2506,602 FLEX SEAL CATCH BASIN EACH $306.r' 25.0 57,650.r'
<br /> 68 2506.602 EXTERNAL SEALING SYSTEM FOR CASTING&RINGS(INFI-SHIELD) EACH $190..' 13.0 $2,470.0,
<br /> 69 2511.501 RANDOM RIP RAP CLASS III C.V. $85.0• 4.0 $340...
<br /> 70 2511.601 HAND PLACED BOULDERS CLASS III C.Y. $95.I. 50,0 $4,750... 29.52 29.52 $2,804 4,
<br /> '71 2521.501 4°CONCRETE WALK SQ.FT. $6.0. 1,405.0 $8,430.r'
<br /> G:\ENG12013proj\13-1,2013 Street Rehabilitation\Payments\PP2.xls 1 9/16/2013
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