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PAY ESTIMATE #3
<br />CITY OF ELK RIVER
<br />2017 Street Improvements
<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 $1,564.72 1,564.72$ 3 4,694.16$
<br />3 GRUBBING 1 TREE $586.78 586.78$ 3 1,760.34$
<br />4 REMOVE CURB AND GUTTER 4,730 LIN FT $3.23 15,277.90$ 4,818 15,562.14$
<br />5 REMOVE CONCRETE PAVEMENT 990 SQ FT $2.61 2,583.90$ 1,168 3,048.48$
<br />6 REMOVE CONCRETE WALK 750 SQ FT $2.09 1,567.50$ 947 1,979.23$
<br />7 SAWING CONCRETE PAVEMENT (FULL DEPTH)90 LIN FT $3.16 284.40$ 90 284.40$
<br />8 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)103 LIN FT $1.98 203.94$ 103 203.94$
<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 $110.48 1,436.24$ 13 1,436.24$
<br />12 SUBGRADE EXCAVATION (EV)160 CU YD $11.73 1,876.80$ 211 2,475.03$
<br />13 WATER 100 MGAL $27.82 2,782.00$ -$
<br />14 FULL DEPTH RECLAMATION 17,388 SQ YD $1.35 23,473.80$ 17,388 23,473.80$
<br />15 HAUL FULL DEPTH RECLAMATION (LV)2,801 CU YD $7.14 19,999.14$ 2,801 19,999.14$
<br />16 HAUL FULL DEPTH RECLAMATION (LV)416 CU YD $7.14 2,970.24$ 344 2,456.16$
<br />17 MILL BITUMINOUS SURFACE (2")19 SQ YD $26.75 508.25$ -$
<br />18 BITUMINOUS MATERIAL FOR TACK COAT 807 GALLON $2.51 2,025.57$ 700 1,757.00$
<br />19 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)513 TON $50.06 25,680.78$ 468 23,428.08$
<br />20 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)1,756 TON $47.02 82,567.12$ 1,822.62 85,699.59$
<br />21 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)2,194 TON $41.31 90,634.14$ 2,106.48 87,018.69$
<br />22 15" RC PIPE SEWER DESIGN 3006 CLASS V 103 LIN FT $53.03 5,462.09$ 94 4,984.82$
<br />23 CONNECT TO EXISTING STORM SEWER 8 EACH $1,988.64 15,909.12$ 8 15,909.12$
<br />24 ADJUST VALVE BOX 5 EACH $303.82 1,519.10$ 6 1,822.92$
<br />25 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 6 LIN FT $441.92 2,651.52$ 10 4,419.20$
<br />26 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020 38 LIN FT $419.82 15,911.18$ 44 18,472.08$
<br />27 CASTING ASSEMBLY 10 EACH $524.78 5,247.80$ 11 5,772.58$
<br />28 ADJUST FRAME AND RING CASTING 17 EACH $740.22 12,583.74$ 23 17,025.06$
<br />29 SEAL CATCH BASIN 13 EACH $155.15 2,016.95$ 24 3,723.60$
<br />30 4" CONCRETE WALK 380 SQ FT $6.37 2,420.60$ 515 3,280.55$
<br />31 6" CONCRETE WALK 705 SQ FT $7.44 5,245.20$ 536 3,987.84$
<br />32 CONCRETE CURB AND GUTTER DESIGN B618 4,730 LIN FT $12.79 60,496.70$ 4,818 61,622.22$
<br />33 8" CONCRETE DRIVEWAY PAVEMENT 177 SQ YD $57.78 10,227.06$ 142.5 8,233.65$
<br />34 TRUNCATED DOMES 100 SQ FT $48.15 4,815.00$ 75 3,611.25$
<br />35 INSTALL SALVAGED FENCE 50 LIN FT $26.75 1,337.50$ 50 1,337.50$
<br />36 TRAFFIC CONTROL 0.13 LUMP SUM $79,859.23 10,381.70$ 0.13 10,381.70$
<br />37 INSTALL SIGN SUPPORT 3 EACH $80.25 240.75$ -$
<br />38 STABILIZED CONSTRUCTION EXIT 0.13 LUMP SUM $5,200.23 676.03$ -$
<br />39 FERTILIZER TYPE 1 228 POUND $1.02 232.56$ 228 232.56$
<br />40 COMMON TOPSOIL BORROW (LV)270 CU YD $32.12 8,672.40$ 249 7,997.88$
<br />41 SEEDING 1.25 ACRE $374.50 468.13$ 1.25 468.13$
<br />42 SEED MIXTURE 25-131 126 POUND $3.20 403.20$ 126 403.20$
<br />43 HYDRAULIC NATURAL TACKIFIER 2,760 SQ YD $0.75 2,070.00$ 2,760 2,070.00$
<br />44 EROSION CONTROL 0.13 LUMP SUM $3,210.00 417.30$ 0.13 417.30$
<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$ 462,684.68$
<br />BID SCHEDULE "A" - S.A.P. 204-113-016 - ORONO PARKWAY
<br />Total Bid Schedule "A"
<br />S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE PE - 1
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