Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BID - 5851 WEST ELIZABETH STREETSCAPE (9)
00330 BID SCHEDULE - ADDENDUM NO. 1 City of Fort Collins West Elizabeth Streetscape Improvements Bid No. 5851 Unit Cost Total 201 CLEARING AND GRUBBING LS 1 $ 3,000.00 $ 3,000.00 202 REMOVAL OF ASPHALT PAVEMENT SY 928 $ 5.00 $ 4,640.00 202 REMOVAL OF CONCRETE SY 63 $ 15.00 $ 945.00 203 EXCAVATION CY 166 $ 10.00 $ 1,660.00 203 BORROW TON 350 $ 45.00 $ 15,750.00 207 FINE GRADING SF 9196 $ 0.15 $ 1,379.40 207 TOPSOIL (IMPORT) CY 112 $ 40.00 $ 4,480.00 208 CONCRETE WASHOUT STRUCTURE LS 1 1,500.00 $ 1,500.00 208 EROSION CONTROL LS 1 $ 2,000.00 $ 2,000.00 210 RESET WHEEL STOPS EACH 37 $ 30.00 $ 1,110.00 210 ADJUST MANHOLE EACH 1 $ 200.00 $ 200.00 210 ADJUST WATER VALVEBOX EACH 0 $ 75.00 $ - 210 ADJUST JUNCTION BOXES EACH 25 $ 30.00 $ 750.00 210 RESET BENCHES AND BIKE RACKS EACH 3 $ 400.00 $ 1,200.00 210 RESET BUSINESS SIGNS EACH 6 $ 2,000.00 $ 12,000.00 212 TURF SOD SF 6395 $ 1.40 $ 8,953.00 212 SOIL PREPARATION SF 9196 $ 0.10 $ 919.60 213 WOOD MULCH SF 2151 $ 0.75 $ 1,613.25 213 GRAVEL MULCH SF 350 $ 1.00 $ 350.00 213 CRUSHER FINES SF 300 $ 1.00 $ 300.00 213 FULL TREE GRATE W/ FRAME EACH 9 $ 1,300.00 $ 11,700.00 213 1/2 TREE GRATE W/ FRAME EACH 5 $ 800.00 $ 4,000.00 214 DECIDUOUS TREE (2" CAL) EACH 27 $ 375.00 $ 10,125.00 214 ORNAMENTAL TREE (1-1/2" CAL) EACH 2 $ 375.00 $ 750.00 214 SHRUBS (5 GAL) EACH 84 $ 30.00 $ 2,520.00 214 STEEL EDGER LF 121 $ 3.50 $ 423.50 403 HOT BITUMINOUS PAVEMENT (PATCHING) (ASPHALT) 6" TON 50 $ 140.00 $ 7,000.00 514 FENCING / PEDESTRIAN RAILING LF 143 $ 25.00 $ 3,575.00 608 SIDEWALK CHASE LF 91 $ 250.00 $ 22,750.00 608 CONCRETE SIDEWALK (6 INCH) SY 2459 $ 34.00 $ 83,606.00 608 CONCRETE APRON SY 51 $ 60.00 $ 3,060.00 608 CONCRETE CURB RAMP SY 32 $ 50.00 $ 1,600.00 609 CURB TYPE 2 (6" BARRIER) (SECTION B) LF 50 $ 17.00 $ 850.00 623 IRRIGATION SLEEVES (6" DIAMETER) LF 730 $ 10.00 $ 7,300.00 630 TRAFFIC CONTROL LS 1 $ 35,000.00 $ 35,000.00 630 TRAFFIC CONTROL (SIZE A SPECIALTY SIGNS) EACH 25 $ 80.00 $ 2,000.00 Total Base Construction Cost $ 259,009.75 Item No. Estimated Cost Description Unit Contract Quantity Page 1 of 3 00330 BID SCHEDULE - ADDENDUM NO. 1 City of Fort Collins West Elizabeth Streetscape Improvements Bid No. 5851 Dollars and Cents. Signed Address Company Phone/Fax Individual Doing Business in Company Name Corporation Partnership Where: Daily Cost for this Project = $3,828.00 A = Total Base Construction Cost $ B = $ $ Unit Cost Total 622 BENCH SEATING (ALTERNATE) EACH 4 $ 850.00 $ 3,400.00 608 UPGRADES TO SIDEWALK (COLOR) (ALTERNATE) SY 2459 $ 6.00 $ 14,754.00 Check One: A + B BID Total Number of Calendar Days Bid = Total number of calendar days bid (B) x $3,828.00 = TOTAL PROJECT COST = A + [B x (the daily cost)] = BID ALTERNATES The sum of these two amounts will be used to determine the lowest successful bidder according to the following formula: A + [B x (the daily cost)] = Contractor's bid for evaluation for the lowest successful bidder A = Contractor's total bid for the work items B = Number of Calendar Days required to substantially complete the Work Item No. Description Unit Contract Quantity The above formula will be used solely for the purpose of determining the lowest successful bidder and will have no effect on the actual total bid cost for completing the work. Estimated Cost Page 2 of 3 00330 BID SCHEDULE City of Fort Collins West Elizabeth Streetscape Improvements Bid No. 5851 Unit Cost Total Unit Cost Total Unit Cost Total Unit Cost Total 201 CLEARING AND GRUBBING LS 1.00 $ 3,000.00 $ 3,000.00 $ 8,200.00 $ 8,200.00 ######### $ 10,000.00 ######### $ 50,000.00 202 REMOVAL OF ASPHALT PAVEMENT SY 928.00 $ 5.00 $ 4,640.00 $ 2.55 $ 2,366.40 $ 9.00 $ 8,352.00 $ 20.00 $ 18,560.00 202 REMOVAL OF CONCRETE SY 63.00 $ 15.00 $ 945.00 $ 9.90 $ 623.70 $ 13.50 $ 850.50 $ 20.00 $ 1,260.00 203 EXCAVATION CY 166.00 $ 10.00 $ 1,660.00 $ 10.00 $ 1,660.00 $ 35.00 $ 5,810.00 $ 25.00 $ 4,150.00 203 BORROW TON 350.00 $ 45.00 $ 15,750.00 $ 18.05 $ 6,317.50 $ 30.00 $ 10,500.00 $ 25.00 $ 8,750.00 207 FINE GRADING SF 9196.00 $ 0.15 $ 1,379.40 $ 0.10 $ 919.60 $ 0.75 $ 6,897.00 $ 0.10 $ 919.60 207 TOPSOIL (IMPORT) CY 112.00 $ 40.00 $ 4,480.00 $ 25.00 $ 2,800.00 $ 45.00 $ 5,040.00 $ 35.00 $ 3,920.00 208 CONCRETE WASHOUT STRUCTURE LS 1 $ 1,500.00 $ 1,500.00 $ 607.00 $ 607.00 $ 750.00 $ 750.00 $ 350.00 $ 350.00 208 EROSION CONTROL LS 1.00 $ 2,000.00 $ 2,000.00 $ 1,000.00 $ 1,000.00 $ 500.00 $ 500.00 $ 1,500.00 $ 1,500.00 210 RESET WHEEL STOPS EACH 37.00 $ 30.00 $ 1,110.00 $ 9.60 $ 355.20 $ 45.00 $ 1,665.00 $ 15.00 $ 555.00 210 ADJUST MANHOLE EACH 1.00 $ 200.00 $ 200.00 $ 400.00 $ 400.00 $ 250.00 $ 250.00 $ 500.00 $ 500.00 210 ADJUST WATER VALVEBOX EACH 0.00 $ 75.00 $ - $ 100.00 $ - $ - $ - $ 500.00 $ - 210 ADJUST JUNCTION BOXES EACH 25.00 $ 30.00 $ 750.00 $ 31.50 $ 787.50 $ 25.00 $ 625.00 $ 100.00 $ 2,500.00 210 RESET BENCHES AND BIKE RACKS EACH 3.00 $ 400.00 $ 1,200.00 $ 66.00 $ 198.00 $ 150.00 $ 450.00 $ 500.00 $ 1,500.00 210 RESET BUSINESS SIGNS EACH 6.00 $ 2,000.00 $ 12,000.00 $ 1,300.00 $ 7,800.00 $ 100.00 $ 600.00 $ 1,500.00 $ 9,000.00 212 TURF SOD SF 6395.00 $ 1.40 $ 8,953.00 $ 0.66 $ 4,220.70 $ 0.70 $ 4,476.50 $ 2.00 $ 12,790.00 212 SOIL PREPARATION SF 9196.00 $ 0.10 $ 919.60 $ 0.24 $ 2,207.04 $ 0.35 $ 3,218.60 $ 0.15 $ 1,379.40 213 WOOD MULCH SF 2151.00 $ 0.75 $ 1,613.25 $ 1.00 $ 2,151.00 $ 1.00 $ 2,151.00 $ 0.50 $ 1,075.50 213 GRAVEL MULCH SF 350.00 $ 1.00 $ 350.00 $ 0.66 $ 231.00 $ 0.75 $ 262.50 $ 2.00 $ 700.00 213 CRUSHER FINES SF 300.00 $ 1.00 $ 300.00 $ 1.56 $ 468.00 $ 1.50 $ 450.00 $ 2.00 $ 600.00 213 FULL TREE GRATE W/ FRAME EACH 9.00 $ 1,300.00 $ 11,700.00 $ 1,191.00 $ 10,719.00 $ 1,500.00 $ 13,500.00 $ 2,500.00 $ 22,500.00 213 1/2 TREE GRATE W/ FRAME EACH 5.00 $ 800.00 $ 4,000.00 $ 610.00 $ 3,050.00 $ 1,000.00 $ 5,000.00 $ 1,800.00 $ 9,000.00 214 DECIDUOUS TREE (2" CAL) EACH 27.00 $ 375.00 $ 10,125.00 $ 360.00 $ 9,720.00 $ 400.00 $ 10,800.00 $ 480.00 $ 12,960.00 214 ORNAMENTAL TREE (1-1/2" CAL) EACH 2.00 $ 375.00 $ 750.00 $ 270.00 $ 540.00 $ 275.00 $ 550.00 $ 450.00 $ 900.00 214 SHRUBS (5 GAL) EACH 84.00 $ 30.00 $ 2,520.00 $ 36.00 $ 3,024.00 $ 40.00 $ 3,360.00 $ 28.00 $ 2,352.00 214 STEEL EDGER LF 121.00 $ 3.50 $ 423.50 $ 4.80 $ 580.80 $ 5.00 $ 605.00 $ 6.00 $ 726.00 403 HOT BITUMINOUS PAVEMENT (PATCHING) (ASPHALT) TON 50.00 $ 140.00 $ 7,000.00 $ 165.00 $ 8,250.00 $ 150.00 $ 7,500.00 $ 120.00 $ 6,000.00 514 FENCING / PEDESTRIAN RAILING LF 143.00 $ 25.00 $ 3,575.00 $ 93.00 $ 13,299.00 $ 150.00 $ 14,225.00 $ 180.00 $ 25,740.00 608 SIDEWALK CHASE LF 91.00 $ 250.00 $ 22,750.00 $ 176.00 $ 16,016.00 $ 130.00 $ 11,830.00 $ 210.00 $ 19,110.00 608 CONCRETE SIDEWALK (6 INCH) SY 2459.00 $ 34.00 $ 83,606.00 $ 26.70 $ 65,655.30 $ 27.00 $ 66,393.00 $ 41.00 $ 100,819.00 608 CONCRETE APRON SY 51.00 $ 60.00 $ 3,060.00 $ 43.00 $ 2,193.00 $ 54.00 $ 2,754.00 $ 70.00 $ 3,570.00 608 CONCRETE CURB RAMP SY 32.00 $ 50.00 $ 1,600.00 $ 115.00 $ 3,680.00 $ 72.00 $ 2,304.00 $ 120.00 $ 3,840.00 609 CURB TYPE 2 (6" BARRIER) (SECTION B) LF 50.00 $ 17.00 $ 850.00 $ 10.50 $ 525.00 $ 16.00 $ 800.00 $ 20.00 $ 1,000.00 623 IRRIGATION SLEEVES (6" DIAMETER) LF 730.00 $ 10.00 $ 7,300.00 $ 10.20 $ 7,446.00 $ 8.50 $ 6,205.00 $ 30.00 $ 21,900.00 630 TRAFFIC CONTROL LS 1 $ 35,000.00 $ 35,000.00 $ 32,866.00 $ 32,866.00 ######### $ 20,000.00 ######### $ 23,000.00 630 TRAFFIC CONTROL (SIZE A SPECIALTY SIGNS) EACH 25.00 $ 80.00 $ 2,000.00 $ 24.00 $ 600.00 $ 50.00 $ 1,250.00 $ 100.00 $ 2,500.00 Total Base Construction Cost $ 259,009.75 $ 221,476.74 ########## $ 375,926.50 622 BENCH SEATING (ALTERNATE) EACH 4.00 $ 850.00 $ 3,400.00 $ 941.00 $ 3,764.00 $ 1,200.00 $ 4,800.00 $ 2,100.00 $ 8,400.00 608 UPGRADES TO SIDEWALK (COLOR) (ALTERNATE) SY 2459.00 $ 6.00 $ 14,754.00 $ 7.40 $ 18,196.60 $ 36.00 $ 88,524.00 $ 12.00 $ 29,508.00 Total Base Construction Cost + Alternate $ 277,163.75 $ 243,437.34 ########## $ 413,834.50 A + B BID 76 $ 549,937.75 70 $ 489,436.74 75 ########## 50 $ 567,326.50 Item No. Description Unit Contract Quantity Engineer Estimate G.L. Hoff Northstar Concrete Concrete Works of Page 3 of 3