5.1.c SR 05-15-1995 - Laserfiche WebLink

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05/12/95 CHANGE ORDER NO. 2 183RD AVENUE/JOPLIN STREET/BUSINESS CENTER DRIVE CITY OF ELK RIVER, MINNESOTA r ITEM ~_ NO. DESCRIPTION UNIT QTY. UNIT_PRICE_ TOTAL PRtCE_ SCHEDULE 14.0 183RD AVENUE -STREET AND STORM SEWER ADDITIONS 1 8" PVC (16-18') DEEP LF 100 29.00 2,900.00 2 8" PVC (18-20') DEEP LF 250 30.00 7,500.00 3 STANDARD MANHOLE EA 1 1,000.00 1,000.00 4 MANHOLE EXTRA DEPTH LF 9.2 60.00 552.00 5 8 PLUG EA 1 100.00 100.00 6 6" DIP LF 11 13.00 143.00 7 8" DIP LF 20 15.00 300.00 8 8" VALVE EA 1 450.00 450.00 9 FITTINGS LB 857 0.80 685.60 10 15" RCP CLASS 5 LF 35 18.00 630.00 11 15" RCP FLARED END SECTION EA 1 550.00 550.00 12 18" RCP CLASS 3 LF 151 19.00 2,869.00 13 21" RCP CLASS 3 LF 24 22.00 528.00 14 24" RCP, CLASS 3 LF 540 23.00 12,420.00 15 24" RCP FES EA 1 725.00 725.00 • 16 30" RCP CLASS 3 LF 314 34.00 10,676.00 17 33" RCP CLASS 3 LF 265 39.00 10,335.00 18 36" RCP, CLASS 3 LF 657 45.00 29,565.00 19 36" RCP FES EA 2 1,200.00 2,400.00 20 48" DIAMETER MANHOLE EA 4 1,100.00 4,400.00 21 60" DIAMETER MANHOLE EA 1 1,400.00 1,400.00 22 72" DIAMETER MANHOLE EA 2 1,700.00 3,400.00 23 84" DIAMETER MANHOLE EA 1 2,200.00 2,200.00 24 RIP RAP, CLASS III CY 11 35.00 385.00 25 CATCH BASIN 2' x 3' EA 1 750.00 750.00 26 SUBGRADE PREPARATION RDSTA 15.7 100.00 1,570.00 27 CLASS 5 AGGREGATE BASE TON 2440 4.54 11,077.60 28 TYPE 31B BITUMINOUS BASE COURSE TON 788 15.83 12,474.04 29 TYPE 41A BITUMINOUS WEAR COURSE TON 566 18.77 10,623.82 30 TACK COAT GAL 272 1.00 272.00 31 CONCRETE CURB & GUTTER, 6618 LF 3322 4.50 14,949.00 32 4" CONCRETE SIDEWALK SY 1039 14.40 14,961.60 33 PEDESTRIAN RAMPS EA 4 60.00 240.00 34 CONCRETE MEDIAN SY 36 20.00 720.00 35 SEEDING ACRE 0.5 500.00 250.00 36 SODDING, LAWN TYPE SY 1039 1.30 1,350.70 • 37 38 4" EQUIVALENT WIDTH STRIPING MEDIAN TAPER LF EA 1561 2 0.32 300.00 499.52 600.00 39 VALLEY GUTTER SF 72 5.00 360.00 40 TRIANGULAR VALLEY GUTTER EA 2 400.00 800.00 C02-223.WK4 Page 1 230-223-30