HomeMy WebLinkAboutBID - 5851 WEST ELIZABETH STREETSCAPE (3)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 $ $
202 REMOVAL OF ASPHALT PAVEMENT SY 928 $ $
202 REMOVAL OF CONCRETE SY 63 $ $
203 EXCAVATION CY 166 $ $
203 BORROW TON 350 $ $
207 FINE GRADING SF 9196 $ $
207 TOPSOIL (IMPORT) CY 112 $ $
208 CONCRETE WASHOUT STRUCTURE LS 1 $ $
208 EROSION CONTROL LS 1 $ $
210 RESET WHEEL STOPS EACH 37 $ $
210 ADJUST MANHOLE EACH 1 $ $
210 ADJUST WATER VALVEBOX EACH 0 $ $
210 ADJUST JUNCTION BOXES EACH 25 $ $
210 RESET BENCHES AND BIKE RACKS EACH 3 $ $
210 RESET BUSINESS SIGNS EACH 6 $ $
212 TURF SOD SF 6395 $ $
212 SOIL PREPARATION SF 9196 $ $
213 WOOD MULCH SF 2151 $ $
213 GRAVEL MULCH SF 350 $ $
213 CRUSHER FINES SF 300 $ $
213 FULL TREE GRATE W/ FRAME EACH 9 $ $
213 1/2 TREE GRATE W/ FRAME EACH 5 $ $
214 DECIDUOUS TREE (2" CAL) EACH 27 $ $
214 ORNAMENTAL TREE (1-1/2" CAL) EACH 2 $ $
214 SHRUBS (5 GAL) EACH 84 $ $
214 STEEL EDGER LF 121 $ $
403 HOT BITUMINOUS PAVEMENT (PATCHING)
(ASPHALT) 6" TON 50 $ $
514 FENCING / PEDESTRIAN RAILING LF 143 $ $
608 SIDEWALK CHASE LF 91 $ $
608 CONCRETE SIDEWALK (6 INCH) SY 2459 $ $
608 CONCRETE APRON SY 51 $ $
608 CONCRETE CURB RAMP SY 32 $ $
609 CURB TYPE 2 (6" BARRIER) (SECTION B) LF 50 $ $
623 IRRIGATION SLEEVES (6" DIAMETER) LF 730 $ $
630 TRAFFIC CONTROL LS 1 $ $
630 TRAFFIC CONTROL (SIZE A SPECIALTY
SIGNS) EACH 25 $ $
Total Base Construction Cost $
Item No. Estimated Cost
Description Unit Contract
Quantity
Page 1 of 4
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 $ $
608 UPGRADES TO SIDEWALK (COLOR)
(ALTERNATE) SY 2459 $ $
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 4
00330
BID SCHEDULE
City of Fort Collins 2003 Concrete Project Phase II
Bid No. XXXX
Unit Cost Total
201 CLEARING AND GRUBBING LS 1.00 $3,000.00 $3,000.00
202 REMOVAL OF ASPHALT PAVEMENT SY 928.00 $5.00 $13,920.00
202 REMOVAL OF CONCRETE SY 63.00 $15.00 $945.00
203 EXCAVATION CY 166.00 $10.00 $1,660.00
203 BORROW TON 350.00 $45.00 $15,750.00
207 FINE GRADING SF 9196.00 $0.15 $1,379.40
207 TOPSOIL (IMPORT) CY 112.00 $40.00 $4,480.00
208 EROSION CONTROL LS 1.00 $2,000.00 $2,000.00
210 RESET WHEEL STOPS EACH 37.00 $30.00 $1,110.00
210 ADJUST MANHOLE EACH 1.00 $200.00 $200.00
210 ADJUST WATER VALVEBOX EACH 0.00 $75.00 $0.00
210 ADJUST JUNCTION BOXES EACH 25.00 $30.00 $750.00
210 RESET BENCHES AND BIKE RACKS EACH 3.00 $400.00 $1,200.00
210 RESET BUSINESS SIGNS EACH 6.00 $2,000.00 $12,000.00
212 TURF SOD SF 6395.00 $1.40 $8,953.00
212 SOIL PREPARATION SF 9196.00 $0.10 $919.60
213 WOOD MULCH SF 2151.00 $0.75 $1,613.25
213 GRAVEL MULCH SF 350.00 $1.00 $350.00
213 CRUSHER FINES SF 300.00 $1.00 $300.00
213 FULL TREE GRATE W/ FRAME EACH 9.00 $1,300.00 $11,700.00
213 1/2 TREE GRATE W/ FRAME EACH 5.00 $800.00 $4,000.00
214 DECIDUOUS TREE (2" CAL) EACH 27.00 $375.00 $10,125.00
214 ORNAMENTAL TREE (1-1/2" CAL) EACH 2.00 $375.00 $750.00
214 SHRUBS (5 GAL) EACH 84.00 $30.00 $2,520.00
214 STEEL EDGER LF 121.00 $3.50 $423.50
403 HOT BITUMINOUS PAVEMENT (PATCHING) (ASPHALT) TON 50.00 $140.00 $7,000.00
514 FENCING / PEDESTRIAN RAILING LF 143.00 $25.00 $3,575.00
608 SIDEWALK CHASE LF 91.00 $250.00 $22,750.00
608 CONCRETE SIDEWALK (6 INCH) SY 2459.00 $34.00 $83,606.00
608 CONCRETE APRON SY 51.00 $60.00 $ 3,060.00
608 CONCRETE CURB RAMP SY 32.00 $50.00 $ 1,600.00
609 CURB TYPE 2 (6" BARRIER) (SECTION B) LF 50.00 $17.00 $850.00
623 IRRIGATION SLEEVES (6" DIAMETER) LF 730.00 $10.00 $7,300.00
630 TRAFFIC CONTROL LS 1 $35,000.00 $35,000.00
630 TRAFFIC CONTROL (SIZE A SPECIALTY SIGNS) EACH 25.00 $80.00 $2,000.00
208 CONCRETE WASHOUT STRUCTURE LS 1 $1,500.00 $1,500.00
Total Base Construction Cost $268,289.75
622 BENCH SEATING (ALTERNATE) EACH 4.00 $850.00 $3,400.00
608 UPGRADES TO SIDEWALK (COLOR) (ALTERNATE) SY 2459.00 $6.00 $14,754.00
Total Base Construction Cost + Alternate $286,443.75
Item No. Description Unit Estimated Cost
Contract
Quantity
Page 3 of 4
00330
BID SCHEDULE
City of Fort Collins 2003 Concrete Project Phase II
Bid No. XXXX
Page 4 of 4