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ESTIMATED QUANTITYESTIMATED TOTALESTIMATED QUANTITYESTIMATED TOTALESTIMATED QUANTITYESTIMATED TOTALESTIMATED QUANTITYESTIMATED TOTAL2021.501 MOBILIZATION L S $42,927.671 $42,927.670.94 $40,352.010.06 $2,575.663 2021.601 CONTRACTOR COORDINATIONL S $32,195.75 1 $32,195.75 1 $32,195.751,2 2101.502 CLEARINGEACH $724.4020 $14,488.0020 $14,488.001,2 2101.502 GRUBBINGEACH $724.4020 $14,488.0020 $14,488.002104.502 REMOVE SIGNEACH $53.66 16 $858.5616 $858.569 2104.502 REMOVE DRAINAGE STRUCTUREEACH $521.942 $1,043.882 $1,043.882104.503 REMOVE CURB AND GUTTERL F $1.91 11000 $21,010.0011000 $21,010.009 2104.503 REMOVE SEWER PIPE (STORM)L F $13.77 135 $1,858.95 135 $1,858.9513 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)L F $3.06 1500 $4,590.001500 $4,590.0013 2104.504REMOVE BITUMINOUS DRIVEWAY PAVEMENTS Y$8.37 200 $1,674.00200 $1,674.0013 2104.504REMOVE BITUMINOUS PAVEMENTS Y$1.29 11200 $14,448.0011200 $14,448.0013 2104.504REMOVE CONCRETE DRIVEWAY PAVEMENTS Y$8.59 20 $171.8020 $171.8013,20 2104.518REMOVE BITUMINOUS WALKS F $0.15 7340 $1,101.007170 $1,075.50170 $25.5013,14 2104.518REMOVE CONCRETE WALKS F $0.73 9230 $6,737.909230 $6,737.906,8 2106.507EXCAVATION - COMMONC Y $48.29 310 $14,969.90310 $14,969.906,11 2106.507EXCAVATION - COMMON (P)C Y $48.98 510 $24,979.80510 $24,979.806,8 2106.507EXCAVATION - SUBGRADEC Y $48.29 710 $34,285.90710 $34,285.906 2106.507EXCAVATION - SUBGRADE (P)C Y $48.29 316 $15,259.64316 $15,259.646,8 2106.507SELECT GRANULAR EMBANKMENT (CV)C Y $49.88 710 $35,414.80710 $35,414.802106.507SELECT GRANULAR EMBANKMENT (CV) (P)C Y $63.81 316 $20,163.96316 $20,163.962108.504GEOTEXTILE FABRIC TYPE 5S Y$3.06 880 $2,692.80880 $2,692.802112.519 SUBGRADE PREPARATIONROAD STA$372.62 42 $15,650.0442 $15,650.041 2123.610STREET SWEEPER (WITH PICKUP BROOM)HOUR $177.0880 $14,166.4080 $14,166.401 2123.6101.5 CU YD BACK HOEHOUR $241.47 20 $4,829.4020 $4,829.406,8 2211.507AGGREGATE BASE (CV) CLASS 5C Y $79.42 310 $24,620.20310 $24,620.202211.507AGGREGATE BASE (CV) CLASS 5 (P)C Y $80.15 115 $9,217.25 115 $9,217.2518 2211.509 AGGREGATE BASE CLASS 5TON $39.71 50 $1,985.5050 $1,985.502231.509 BITUMINOUS PATCHING MIXTURETON $172.1870 $12,052.6070 $12,052.60.2232.504MILL BITUMINOUS SURFACE 2"S Y$1.9418600 $36,084.0018600 $36,084.005 2331.603 JOINT ADHESIVEL F $0.88 27000 $23,760.0027000 $23,760.002357.506BITUMINOUS MATERIAL FOR TACK COATGAL $4.02 2800 $11,256.002800 $11,256.004 2360.504TYPE SP 9.5 WEAR CRS MIX (2,C) 3.0" THICKS Y$46.89 40 $1,875.6040 $1,875.602360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)TON $90.48 4100 $370,968.004100 $370,968.002360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (2,C)TON $87.33 2000 $174,660.002000 $174,660.0022 2501.606CHEMICAL GROUTGAL $144.88200 $28,976.00200 $28,976.00UNIT PRICE North ValleySTATEMENT OF ESTIMATED QUANTITIES AS BIDUNITDESCRIPTIONMNDOT SPECIFICATION NO.NOTESTOTAL PROJECTS.A.P. 224-111-002SURFACES.A.P. 082-608-002SIGNALLOCAL FUNDINGBASE BIDEXHIBIT B - Sheet 1 of 3
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