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Unit Price
<br />EJCDC C-620 Contractor's Application for Payment
<br />(c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.2 of 4
<br />49 HYDROMULCH, SEED MIX 25-131 AND FERTILIZER 4,320.00 SY 2.99 12,916.80 --4,840.00 14,471.60 14,471.60 112%(1,554.80)
<br />50 PAVEMENT MESSAGE - LATEX 1.00 EA 329.43 329.43 --1.00 329.43 329.43 100%-
<br />51 24" SOLID LINE - LATEX 40.00 LF 7.69 307.60 --40.00 307.60 307.60 100%-
<br />52 4" DOUBLE SOLID LINE - LATEX 2,210.00 LF 0.60 1,326.00 --2,210.00 1,326.00 1,326.00 100%-
<br />53 4" SOLID LINE - LATEX 4,520.00 LF 0.38 1,717.60 --4,430.00 1,683.40 1,683.40 98%34.20
<br />PART 1 - STREETS TOTAL:775,438.75 270,961.83 619,517.04 619,517.04 80%155,921.71
<br />PART 2 - STORM SEWER
<br />54 CLEARING 75.00 EA 186.19 13,964.25 -----13,964.25
<br />55 GRUBBING 39.00 EA 186.19 7,261.41 --39.00 7,261.41 7,261.41 100%-
<br />56 BRUSH CLEARING 1.00 LS 7,261.53 7,261.53 --1.00 7,261.53 7,261.53 100%-
<br />57 REMOVE CASTING (STORM)2.00 EA 163.06 326.12 --2.00 326.12 326.12 100%-
<br />58 REMOVE DRAINAGE STRUCTURE 4.00 EA 353.51 1,414.04 5.00 1,767.55 6.00 2,121.06 2,121.06 150%(707.02)
<br />59 REMOVE STORM SEWER 150.00 LF 8.39 1,258.50 170.00 1,426.30 170.00 1,426.30 1,426.30 113%(167.80)
<br />60 REMOVE BITUMINOUS PAVEMENT (STORM)140.00 SY 10.39 1,454.60 140.00 1,454.60 140.00 1,454.60 1,454.60 100%-
<br />61 REMOVE FLARED END SECTION 3.00 EA 362.24 1,086.72 4.00 1,448.96 4.00 1,448.96 1,448.96 133%(362.24)
<br />62 REMOVE CONE SECTION 1.00 EA 696.53 696.53 --1.00 696.53 696.53 100%-
<br />63 COMMON EXCAVATION (ROAD MATERIAL)70.00 CY 18.70 1,309.00 70.00 1,309.00 70.00 1,309.00 1,309.00 100%-
<br />64 COMMON EXCAVATION (EXCESS DITCH MATERIAL)1,500.00 CY 32.70 49,050.00 113.50 3,711.45 743.50 24,312.45 24,312.45 50%24,737.55
<br />65 AGGREGATE BASE CLASS 5 (STORM)70.00 CY 48.61 3,402.70 173.77 8,446.91 173.77 8,446.91 8,446.91 248%(5,044.21)
<br />66 TYPE SP 12.5 NON WEARING COURSE MIX (3,C) (STORM)100.00 TN 112.60 11,260.00 62.56 7,044.10 62.56 7,044.10 7,044.10 63%4,215.90
<br />67 12" RC PIPE SEWER DES 3006 CLASS V 105.00 LF 61.81 6,490.05 --105.00 6,490.05 6,490.05 100%-
<br />68 15" RC PIPE APRON 4.00 EA 1,475.49 5,901.96 4.00 5,901.96 4.00 5,901.96 5,901.96 100%-
<br />69 4" PERF PVC PIPE DRAIN 88.00 LF 26.20 2,305.60 --188.00 4,925.60 4,925.60 214%(2,620.00)
<br />70 4" PVC PIPE DRAIN CLEANOUT 2.00 EA 339.83 679.66 --3.00 1,019.49 1,019.49 150%(339.83)
<br />71 15" RC PIPE SEWER DES 3006 CLASS V 145.00 LF 119.14 17,275.30 145.00 17,275.30 153.00 18,228.42 18,228.42 106%(953.12)
<br />72 CLEAN (JET/VAC) CULVERT LINE 290.00 LF 13.65 3,958.50 110.00 1,501.50 110.00 1,501.50 1,501.50 38%2,457.00
<br />73 CONNECT TO EXISTING STORM SEWER 1.00 EA 2,246.73 2,246.73 --3.00 6,740.19 6,740.19 300%(4,493.46)
<br />74 ADJUST FRAME & RING CASTING (STORM)3.00 EA 350.23 1,050.69 2.00 700.46 2.00 700.46 700.46 67%350.23
<br />75 CASTING ASSEMBLY (STORM)5.00 EA 986.40 4,932.00 --2.00 1,972.80 1,972.80 40%2,959.20
<br />76 CONSTRUCT DRAINAGE STRUCTURE DES 48-4020 3.00 EA 4,913.36 14,740.08 2.00 9,826.72 3.00 14,740.08 14,740.08 100%-
<br />77 CONSTRUCT DRAINAGE STRUCTURE DES 2'x3'1.00 EA 4,628.03 4,628.03 --2.00 9,256.06 9,256.06 200%(4,628.03)
<br />78 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 2.00 EA 4,430.13 8,860.26 2.00 8,860.26 2.00 8,860.26 8,860.26 100%-
<br />79 NEW CONE FOR EXISTING 48-4020 STRUCTURE 1.00 EA 1,417.35 1,417.35 --1.00 1,417.35 1,417.35 100%-
<br />80 REPAIR DRAINAGE STRUCTURE 3.00 EA 504.88 1,514.64 5.94 3,000.00 5.94 3,000.00 3,000.00 198%(1,485.36)
<br />81 RECONSTRUCT MANHOLE BENCH & INVERT 1.00 EA 1,683.11 1,683.11 -----1,683.11
<br />82 RANDOM RIP RAP CLASS III 80.00 CY 133.40 10,672.00 11.00 1,467.40 11.00 1,467.40 1,467.40 14%9,204.60
<br />83 CULVERT END PROTECTION 13.00 EA 154.65 2,010.45 4.00 618.60 4.00 618.60 618.60 31%1,391.85
<br />84 DITCH GRADING 1,050.00 LF 10.86 11,403.00 20.00 217.20 900.00 9,774.00 9,774.00 86%1,629.00
<br />85 BLANKET CATEGORY 20, SEED MIX 25-131, AND FERTILIZER 2,180.00 SY 3.79 8,262.20 40.00 151.60 3,621.00 13,723.59 13,723.59 166%(5,461.39)
<br />86 ROLLED EROSION PREVENTION CATEGORY 50 590.00 SY 2.55 1,504.50 -----1,504.50
<br />PART 2 - STORM SEWER TOTAL:211,281.51 76,129.87 173,446.78 173,446.78 82%37,834.73
<br />PART 3 - WATERMAIN
<br />87 REMOVE AND REPLACE GATE VALVE TOP 2.00 EA 1,122.17 2,244.34 --2.00 2,244.34 2,244.34 100%-
<br />88 BOLT REPLACEMENT - HYDRANT 1.00 EA 2,558.77 2,558.77 --1.00 2,558.77 2,558.77 100%-
<br />89 BOLT AND VALVE BOX REPLACEMENT - VALVE 2.00 EA 2,736.81 5,473.62 --3.00 8,210.43 8,210.43 150%(2,736.81)
<br />PART 3 - WATERMAIN TOTAL:10,276.73 -13,013.54 13,013.54 (2,736.81)
<br />Progress Estimate - Unit Price Work Contractor's Application for Payment
<br />Owner:City of Little Canada Owner's Project No.:24-PW42
<br />Engineer:Bolton & Menk, Inc.Engineer's Project No.:0N1.125375
<br />Contractor:Miller Excavating, Inc.Agency's Project No.:200-101-012
<br />Project:2024 Street Improvements
<br />Contract:
<br />Application No.:3 Application Period: From 07/01/24 to 07/31/24 Application Date:08/07/24
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<br />Docusign Envelope ID: 25F6242A-B841-4DB8-A5B6-214BB7916E4D
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