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PAY ESTIMATE #1
<br />CITY OF ELK RIVER
<br />2017 Street Improvements
<br />S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE PE - 1
<br />ITEM
<br />NO.ITEM DESCRIPTION
<br />ESTIMATED
<br />QUANTITY UNIT
<br />CONTRACT
<br />UNIT PRICE CONTRACT AMOUNT
<br />USED TO
<br />DATE EXTENSION
<br />1 MOBILIZATION 0.13 LUMP SUM $80,250.77 10,432.60$ 0.13 10,432.60$
<br />2 CLEARING 1 TREE $1,564.72 1,564.72$ 1 1,564.72$
<br />3 GRUBBING 1 TREE $586.78 586.78$ 1 586.78$
<br />4 REMOVE CURB AND GUTTER 4,730 LIN FT $3.23 15,277.90$ 2,443 7,890.89$
<br />5 REMOVE CONCRETE PAVEMENT 990 SQ FT $2.61 2,583.90$ 600 1,566.00$
<br />6 REMOVE CONCRETE WALK 750 SQ FT $2.09 1,567.50$ 300 627.00$
<br />7 SAWING CONCRETE PAVEMENT (FULL DEPTH)90 LIN FT $3.16 284.40$ -$
<br />8 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)103 LIN FT $1.98 203.94$ -$
<br />9 SALVAGE CHAIN LINK FENCE 50 LIN FT $16.05 802.50$ 50 802.50$
<br />10 SALVAGE SIGN SUPPORT 3 EACH $26.75 80.25$ -$
<br />11 SALVAGE CASTING 13 EACH $110.48 1,436.24$ 6 662.88$
<br />12 SUBGRADE EXCAVATION (EV)160 CU YD $11.73 1,876.80$ 152 1,782.96$
<br />13 WATER 100 MGAL $27.82 2,782.00$ -$
<br />14 FULL DEPTH RECLAMATION 17,388 SQ YD $1.35 23,473.80$ 10,000 13,500.00$
<br />15 HAUL FULL DEPTH RECLAMATION (LV)2,801 CU YD $7.14 19,999.14$ 396 2,827.44$
<br />16 HAUL FULL DEPTH RECLAMATION (LV)416 CU YD $7.14 2,970.24$ -$
<br />17 MILL BITUMINOUS SURFACE (2")19 SQ YD $26.75 508.25$ -$
<br />18 BITUMINOUS MATERIAL FOR TACK COAT 807 GALLON $2.51 2,025.57$ -$
<br />19 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)513 TON $50.06 25,680.78$ -$
<br />20 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)1,756 TON $47.02 82,567.12$ -$
<br />21 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)2,194 TON $41.31 90,634.14$ -$
<br />22 15" RC PIPE SEWER DESIGN 3006 CLASS V 103 LIN FT $53.03 5,462.09$ 83 4,401.49$
<br />23 CONNECT TO EXISTING STORM SEWER 8 EACH $1,988.64 15,909.12$ 5 9,943.20$
<br />24 ADJUST VALVE BOX 5 EACH $303.82 1,519.10$ -$
<br />25 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 6 LIN FT $441.92 2,651.52$ 3 1,325.76$
<br />26 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 38 LIN FT $419.82 15,911.18$ 26.3 11,041.27$
<br />27 CASTING ASSEMBLY 10 EACH $524.78 5,247.80$ -$
<br />28 ADJUST FRAME AND RING CASTING 17 EACH $740.22 12,583.74$ -$
<br />29 SEAL CATCH BASIN 13 EACH $155.15 2,016.95$ -$
<br />30 4" CONCRETE WALK 380 SQ FT $6.37 2,420.60$ -$
<br />31 6" CONCRETE WALK 705 SQ FT $7.44 5,245.20$ -$
<br />32 CONCRETE CURB AND GUTTER DESIGN B618 4,730 LIN FT $12.79 60,496.70$ 2,443 31,245.97$
<br />33 8" CONCRETE DRIVEWAY PAVEMENT 177 SQ YD $57.78 10,227.06$ -$
<br />34 TRUNCATED DOMES 100 SQ FT $48.15 4,815.00$ -$
<br />35 INSTALL SALVAGED FENCE 50 LIN FT $26.75 1,337.50$ -$
<br />36 TRAFFIC CONTROL 0.13 LUMP SUM $79,859.23 10,381.70$ 0.1 7,985.92$
<br />37 INSTALL SIGN SUPPORT 3 EACH $80.25 240.75$ -$
<br />38 STABILIZED CONSTRUCTION EXIT 0 LUMP SUM $5,200.23 676.03$ -$
<br />39 FERTILIZER TYPE 1 228 POUND $1.02 232.56$ -$
<br />40 COMMON TOPSOIL BORROW (LV)270 CU YD $32.12 8,672.40$ -$
<br />41 SEEDING 1 ACRE $374.50 468.13$ -$
<br />42 SEED MIXTURE 25-131 126 POUND $3.20 403.20$ -$
<br />43 HYDRAULIC NATURAL TACKIFIER 2,760 SQ YD $0.75 2,070.00$ -$
<br />44 EROSION CONTROL 0 LUMP SUM $3,210.00 417.30$ -$
<br />45 PAVEMENT MESSAGE EPOXY 30 SQ FT $5.73 171.90$ -$
<br />46 4" SOLID LINE EPOXY 5,535 LIN FT $0.31 1,715.85$ -$
<br />47 24" SOLID LINE EPOXY 42 LIN FT $6.88 288.96$ -$
<br />48 4" DOUBLE SOLID LINE EPOXY 345 LIN FT $0.62 213.90$ -$
<br />49 CROSSWALK EPOXY 432 SQ FT $3.67 1,585.44$ -$
<br />460,720.25$ 108,187.38$
<br />BID SCHEDULE "A" - S.A.P. 204-113-016 - ORONO PARKWAY
<br />Total Bid Schedule "A"
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