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Home My WebLink About4. Shannon Parkway Street & Utility Improvements, 145th Street to Connemara TrailPROJECT #168 ESTIMATE OF COST SANITARY SEWER SHANNON PARKWAY 145TH STREET WEST TO CONNEMARA TRAIL ROSEMOUNT, MINNESOTA ITEM UNIT • NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 0256.408 8" PVC, 10'-12' DEEP L.F. 180 $12.00 $ 2,160 0256.408 8" PVC, 12'-14' DEEP L.F. 470 13.00 6,110 0256.408 8" PVC, 14'-16' DEEP L.F. 340 15.00 5,100 • 0256.608 8" PVC, 16'-18' DEEP L.F. 230 17.00 3,910 0256.608 8" PVC, 18'-20' DEEP L.F. 210 20.00 4,200 • 0256.608 8" DIP, 20'-22' DEEP L.F. 220 25.00 5,500 0256.608 8" DIP, 22'-24' DEEP L.F. 190 27.00 5,130 0256.608 8" DIP, 24'-26' DEEP L.F. 70 30.00 2,100 0256.701 STANDARD MANHOLE, 8' DEEP L.F. 6 1,000.00 6,000 0256.702 EXCESS DEPTH STANDARD MANHOLE L.F. 55 80.00 4,400 0256.910 10" DIP FORCEMAIN L.F. 3,200 20.00 64,000 SUBTOTAL $108,610 +10$ CONTINGENCIES 11,390 ESTIMATED CONSTRUCTION COST $120,000 +20$ OVERHEAD 25,000 TOTAL ESTIMATED COST $145,000 M PROJECT #168 ESTIMATE OF COST STORM SEWER SHANNON PARKWAY 145TH STREET WEST TO CONNEMARA TRAIL ROSEMOUNT, MINNESOTA ITEM UNIT NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 2501.515 24" RC PIPE APRON W/TRASH GUARD EACH 1 $650.00 $ 650 2503.511 12" RCP STORM SEWER, DES. 3006, CL. IV L.F. 545 19.00 10,355 2503.511 15" RCP STORM SEWER, DES. 3006, CL. IV L.F. 770 20.00 15,400 2503.511 18" RCP STORM SEWER, DES. 3006, CL. III L.F. 180 25.00 4,500 2503.511 21" RCP STORM SEWER, DES. 3006, CL. III L.F. 430 30.00 12,900 2503.511 24" RCP STORM SEWER, DES. 3006, CL. III L.F. 95 37.00 3,515 2506.506 CONSTRUCT MANHOLE DESIGN A OR F L.F. 50 125.00 6,250 2506.507 CONSTRUCT CATCH BASIN, DESIGN Y L.F. 20 175.00 3,500 2506.509 CONSTRUCT CATCH BASIN, DESIGN X EACH 13 600.00 7,800 2506.516 CASTING ASSEMBLY, TYPE R-1733 EACH 17 250.00 4,250 SUBTOTAL $70,640 +10$ CONTINGENCIES 9,360 - ESTIMATED CONSTRUCTION COST $80,000 +20$ OVERHEAD 15,000 TOTAL ESTIMATED COST $95,000 M PROJECT #168 ESTIMATE OF COST STREET CONSTRUCTION SHANNON PARKWAY 145TH STREET WEST TO CONNEMARA TRAIL ROSEMOUNT, MINNESOTA ITEM UNIT NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 2501.501 COMMON EXCAVATION (P) C.Y. 12,000 $1.50 $ 18,000 2105.535 SALVAGED TOPSOIL C.Y. 1,200 2.00 2,400 2111.501 TEST ROLLING RD. STA. 32 60.00 1,920 2211.503 AGG. BASE PLACED, CLASS 5 C.Y. 10,700 10.00 107;000 2331.504 BITUMINOUS MATERIAL FOR MIXTURE TON 122 160.00 19,520 2331.514 BASE COURSE MIXTURE TON 2,700 15.00 40,500 2341.504 BITUMINOUS MATERIAL FOR MIXTURE TON 189 160.00 30,240 2341.508 WEARING COURSE MIXTURE TON 1,800 16.50 29,700 2341.510 BINDER COURSE MIXTURE TON 1,800 16.00 28,800 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL. 1,500 1.50 2,250 2531.501 CONCRETE CURB & GUTTER DESIGN B618 L.F. 6,500 6.00 39,000 2575.501 ROADSIDE SEEDING ACRE 1.5 1,000.00 1,500 2575.502 SEED MIXTURE 5 LBS. 100 1.00 100 2575.511 MULCH MATERIAL, TYPE 1 TON 3 500.00 1,500 2575.519 DISC ANCHORING ACRE 1.5 50.000 75 SUBTOTAL $324,905 +10% CONTINGENCIES I 35,095 ESTIMATED CONSTRUCTION COST - $350,000 +20% OVERHEAD '70,000 TOTAL ESTIMATED COST $430,000 PROJECT #168 ESTIMATE OF COST TRAIL CONSTRUCTION SHANNON PARKWAY 145TH STREET WEST TO CONNEMARA TRAIL ROSEMOUNT, MINNESOTA • ITEM UNIT NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 2211.503 AGG. BASE PLACED, CLASS 5 C.Y. 300 $10.00 $ 3,000 2521.511 2" BITUMINOUS WALK S.F. 26,000 0.70 18,200 SUBTOTAL $21,200 +10$ CONTINGENCIES: 3,800 ESTIMATED CONSTRUCTION COST $25,000 +20$ OVERHEAD 5,000 TOTAL ESTIMATED COST $30,000 •