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Partial Pay Estimate No.:6COUNTY ROAD D AND GREENBRIER STREET IMPROVEMENTSSAP 062-619-035-200-121-001 & 209-020-012CITY OF LITTLE CANADA, MNBMI PROJECT NO. N15.119833Work completed through November 4, 2020ITEM UNIT ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATEDNO.ITEMPRICE QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNTBASE BID1 2021.501 MOBILIZATION$75,000.00 1 LUMP SUM $75,000.00 0.5 LUMP SUM $37,500.00 0.75 LUMP SUM $56,250.002 2101.524 CLEARING$175.00 20 TREE $3,500.00 35 TREE $6,125.00 35.00 TREE $6,125.003 2101.524 GRUBBING$175.00 20 TREE $3,500.00 25 TREE $4,375.00 25.00 TREE $4,375.004 2104.502 REMOVE SIGN TYPE C$45.00 18 EACH $810.00 16 EACH $720.00 16.00 EACH $720.005 2104.502 REMOVE BOLLARD$250.00 4 EACH $1,000.00 4 EACH $1,000.00 4.00 EACH $1,000.006 2104.502 REMOVE STORM SEWER STRUCTURE$800.00 5 EACH $4,000.00 4 EACH $3,200.00 4.00 EACH $3,200.007 2104.502 REMOVE STORM SEWER TOP SLAB$800.00 1 EACH $800.00 1 EACH $800.00 1.00 EACH $800.008 2104.502 SALVAGE SIGN PANEL TYPE SPECIAL$45.00 6 EACH $270.00 3 EACH $135.00 3.00 EACH $135.009 2104.502 SALVAGE HYDRANT$765.00 3 EACH $2,295.00 3 EACH $2,295.00 3.00 EACH $2,295.0010 2104.502 SALVAGE MAILBOXES$50.00 44 EACH $2,200.00 52 EACH $2,600.00 52.00 EACH $2,600.0011 2104.503 REMOVE CONCRETE CURB $10.00 219 LIN FT $2,190.00 483 LIN FT $4,830.00 483.00 LIN FT $4,830.0012 2104.503 REMOVE STORM SEWER PIPE$21.00 96 LIN FT $2,016.00 87 LIN FT $1,827.00 87.00 LIN FT$1,827.0013 2104.503 REMOVE CULVERT$18.00 307 LIN FT $5,526.00 416 LIN FT $7,488.00 416.00 LIN FT $7,488.0014 2104.503 SAW CUT BITUMINOUS (FULL DEPTH)$3.00 1081 LIN FT $3,243.00 1332 LIN FT $3,996.00 1,332.00LIN FT $3,996.0015 2104.503 SAW CUT CONCRETE (FULL DEPTH)$6.00 216 LIN FT $1,296.00 318 LIN FT $1,908.00 318.00 LIN FT $1,908.0016 2104.504 REMOVE PAVERS$50.00 11 SQ YD $550.00 7 SQ YD $350.00 7.00 SQ YD $350.0017 2104.504 REMOVE CONCRETE SIDEWALK$36.00 16 SQ YD $576.00 32 SQ YD $1,152.00 32.00 SQ YD $1,152.0018 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT (INCL TRAIL)$8.00 2297 SQ YD $18,376.00 833 SQ YD $6,664.00 2,633.30 SQ YD $21,066.4019 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT$11.00 543 SQ YD $5,973.00 493.8 SQ YD $5,431.80 511.80 SQ YD $5,629.8020 2105.504 GEOTEXTILE FABRIC TYPE V - FILTRATION$2.00 779 SQ YD $1,558.00 0 SQ YD $0.00 741.00 SQ YD $1,482.0021 2105.504 GEOTEXTILE FABRIC TYPE V$2.00 7336 SQ YD $14,672.00 7587 SQ YD $15,174.00 7,587.00SQ YD $15,174.0022 2105.507 COMMON EXCAVATION (P)$18.00 11850 CU YD $213,300.00 11204 CU YD $201,672.00 11,917.00 CU YD $214,506.0023 2105.507 COMMON EXCAVATION (P) - POND$18.00 5170 CU YD $93,060.00 4654 CU YD $83,772.00 5,170.00 CU YD $93,060.0024 2105.507 SUBGRADE EXCAVATION (EV)$18.00 1376 CU YD $24,768.00 748.7 CU YD $13,476.60 748.70CU YD $13,476.6025 2105.507 SELECT GRANULAR BORROW MOD (LV) - 1$33.00 380 CU YD $12,540.00 0 CU YD $0.00 380.00 CU YD $12,540.0026 2105.507 TOPSOIL BORROW (LV)$40.00 2460 CU YD $98,400.00 0 CU YD $0.00 0.00 CU YD $0.0027 2105.507 SELECT GRANUAL BORROW (CV) (P)$15.00 4218 CU YD $63,270.00 3796 CU YD $56,940.00 4,218.00 CU YD $63,270.0028 2112.519 SUBGRADE PREPARATION$180.00 42 RD STA $7,560.00 42 RD STA $7,560.00 42.00 RD STA $7,560.0029 2123.51 STREET SWEEPER WITH OPERATOR$1.00 68 HOUR $68.00 14 HOUR $14.00 14.00 HOUR $14.0030 2123.61 TRACTOR MOUNTED BACKHOE WITH OPERATOR$1.00 50 HOUR $50.00 0 HOUR $0.00 0.00 HOUR $0.0031 2130.523 WATER FOR DUST CONTROL$50.00 150 MGAL $7,500.00 5 MGAL $250.00 20.00 MGAL $1,000.0032 2211.507 STABILIZING AGGREGATE$66.00 1376 CU YD $90,816.00 748.7 CU YD $49,414.20 748.70CU YD $49,414.2033 2211.507 AGGREGATE BASE, CLASS 7$9.00 6610 CU YD $59,490.00 2371 CU YD $21,339.00 2,371.00CU YD $21,339.0034 2211.509 AGGREGATE BASE, CLASS 6 (P)$20.00 2946 TON $58,920.00 1814 TON $36,280.00 4,669.00 TON$93,380.0035 2211.509 AGGREGATE BASE, CLASS 5 (TRAIL) (P)$25.00 820 TON $20,500.00 0 TON $0.00 820.00 TON $20,500.0036 2211.509 AGGREGATE BASE, CLASS 2 (SHOULDER) (P)$55.00 53 TON $2,915.00 0 TON $0.00 0.00 TON $0.0037 2215.504 RECLAIM BITUMINOUS PAVEMENT$1.20 13239 SQ YD $15,886.80 13581 SQ YD $16,297.20 13,581.00 SQ YD $16,297.2038 2357.506 BITUMINOUS MATERIAL FOR TACK COAT$2.00 1397 GAL $2,794.00 500 GAL $1,000.00 500.00 GAL $1,000.0039 2360.504 TYPE 12.5 WEARING COURSE MIX. SPWEB340C, FOR PATCHING$73.00 27 SQ YD $1,971.00 0 SQ YD $0.00 45.00 SQ YD $3,285.0040 2360.509 TYPE SP 12.5 WEARING COURSE MIX. SPWEB440F$77.00 1226 TON $94,402.00 693.94 TON $53,433.38 1,193.94 TON $91,933.3841 2360.509 TYPE SP 12.5 NON-WEARING COURSE MIX. SPNWB430B$69.00 920 TON $63,480.00 1100 TON $75,900.00 1,100.00 TON $75,900.0042 2360.509 TYPE SP 9.5 WEARING COURSE MIX. SPWEA330C$82.00 709 TON $58,138.00 0 TON $0.00 0.00 TON $0.0043 2360.509 TYPE SP 12.5 WEARING COURSE MIX. SPWEB330C$75.00 2629 TON $197,175.00 1240.73 TON $93,054.75 1,240.73 TON $93,054.7544 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE SPWEA240B$85.00 366 TON $31,110.00 0 TON $0.00 307.48 TON $26,135.8045 2360.509 TYPE 12.5 WEARING COURSE MIXTURE (DRIVEWAY)$107.00 274 TON $29,318.00 0 TON $0.00 294.33 TON $31,493.3146 2411.502 CONCRETE OUTLET STRUCTURE - POND$7,200.00 1 EACH $7,200.00 1 EACH $7,200.00 1.00 EACH $7,200.0047 2451.507 IMPROVED PIPE FOUNDATION$2.50 3540 LIN FT $8,850.00 841 LIN FT $2,102.50 841.00 LIN FT $2,102.5048 2501.502 15" RCP PIPE APRON$1,500.00 1 EACH $1,500.00 1 EACH $1,500.00 1.00 EACH $1,500.0049 2501.502 18" RCP PIPE APRON$1,600.00 2 EACH $3,200.00 0 EACH $0.00 2.00 EACH $3,200.0050 2501.502 30" RCP PIPE APRON$3,000.00 1 EACH $3,000.00 0 EACH $0.00 1.00 EACH $3,000.0051 2502.503 6" PVC PIPE DRAIN, SCHEDULE SDR 40$39.00 928 LIN FT $36,192.00 411 LIN FT $16,029.00 603.00 LIN FT $23,517.0052 2502.503 4" PERFORATED PVC PIPE DRAIN, W/ SOCK$10.00 2249 LIN FT $22,490.00 2160 LIN FT $21,600.00 2,160.00 LIN FT $21,600.0053 2502.503 6" PERFORATED PVC PIPE DRAIN, SCHEDULE 26$31.00 419 LIN FT $12,989.00 0 LIN FT $0.00 397.00 LIN FT $12,307.00AS BID PREVIOUS ESTIMATE COMPLETED TO DATEESTIMATED
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