B026-42-Columbus_Ave_Cul-De-Sac_Bid_Form.xlsx
XLSX spreadsheet 14 KB Posted
- Attached to
- B026-42 Columbus Avenue Cul-de-sac
- Solicitation number
- B026-42
- Issued by
- New Haven County, Connecticut
About this file
This is a bid form for project B026-42, the Columbus Avenue Cul-de-Sac project in Meriden, Connecticut. The project involves constructing a cul-de-sac at the south end of Columbus Avenue and building an 8-foot-wide stone dust multi-use path connecting Columbus Avenue to Marina Court. Work scope includes removal of existing pavement, regrading, constructing a 48-foot radius cul-de-sac, and associated site improvements. The project is anticipated to commence in Spring 2026, with completion expected as quickly as possible to minimize disruption to residents. The selected contractor must prepare a construction schedule for presentation at a pre-construction meeting and coordinate with homeowners regarding property access during construction, with temporary access to be provided throughout the project duration.
The bid form contains 35 line items with specified quantities for materials and labor, including maintenance and protection of traffic (lump sum), clearing and grubbing (lump sum), formation of subgrade (1,700 square yards), earth excavation (615 cubic yards), asphalt pavement (300 tons combined), catch basin installation and tops, pipe installation (8-inch ductile iron and 15-inch high-density polyethylene), concrete curbing (435 linear feet), sidewalk and ramp construction, landscape materials including topsoil (780 square yards), Fraser Fir trees (8 each), turf establishment (780 square yards), and mobilization and project closeout. All unit costs and totals are listed as $0.00, indicating this is a blank bid form awaiting contractor pricing submission. Bidders must complete pricing for all line items to submit a responsive bid.
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Text version
B026-42
| Line Item | Description | Quantity | Unit of Measure | Unit Cost | Total |
| 001540A | MAINTANANCE AND PROTECTION OF TRAFFIC at____________________ dollars and____________________ cents per lump sum. | 1 | l.s. | $0.00 | $0.00 |
| 0201001 | CLEARING AND GRUBBING at____________________ dollars and____________________ cents per lump sum. | 1 | l.s. | $0.00 | $0.00 |
| 0209001 | FORMATION OF SUBGRADE at____________________ dollars and____________________ cents per square yard. | 1700 | s.y. | $0.00 | $0.00 |
| 0202000 | EARTH EXCAVATION (include pavement removal) at_________________ dollars and___________________ cents per cubic yard. | 615 | c.y. | $0.00 | $0.00 |
| 0212000 | SUBBASE at_________________ dollars and___________________ cents per cubic yard. | 260 | C.Y. | $0.00 | $0.00 |
| 0219001 | SEDIMENTATION CONTROL SYSTEM at____________________ dollars and____________________ cents per linear foot. | 390 | l.f. | $0.00 | $0.00 |
| 0219001A | SEDIMENTATION CONTROL SYSTEM AT CATCH BASIN at________________ dollars and________________ cents per each. | 3 | ea. | $0.00 | $0.00 |
| 0202512 | CUT BITUMINOUS CONCRETE SIDEWALK at________________dollars and__________________ cents per linear foot. | 10 | l.f. | $0.00 | $0.00 |
| 0202513 | REMOVE CONCRETE SIDEWALK at___________________dollars and____________________ cents per square yard. | 6 | s.y. | $0.00 | $0.00 |
| 0202529 | CUT BITUMINOUS CONCRETE PAVEMENT at_______________dollars and________________ cents linear foot | 84 | l.f. | $0.00 | $0.00 |
| 0304002 | PROCESSED AGGREGATE BASE at____________________ dollars and____________________ cents per cubic yard. | 295 | c.y. | $0.00 | $0.00 |
| 0406177 | HOT MIX ASPHALT PAVEMENT CLASS I (HMA) at____________________ dollars and____________________ cents per ton. | 150 | ton | $0.00 | $0.00 |
| 0406178 | HOT MIX ASPHALT PAVEMENT CLASS II(HMA) at____________________ dollars and____________________ cents per ton. | 150 | ton | $0.00 | $0.00 |
| 0406236A | NON-TRACKING ASPHALT TACK COAT at____________________ dollars and____________________ cents per gallon. | 88 | gal | $0.00 | $0.00 |
| 0506017A | LARGE BLOCK GRAVITY RETAINING WALL at__________________ dollars and__________________ cents per lump sum. | 1 | l.s. | $0.00 | $0.00 |
| 0586750 | TYPE 'C' CATCH BASIN TOPS at____________________ dollars and____________________ cents per each. | 2 | ea. | $0.00 | $0.00 |
| 0586001.1 | TYPE 'C' CATCH BASIN 0' -10' DEEP at____________________ dollars and____________________ cents per each. | 1 | ea. | $0.00 | $0.00 |
| 0586761 | TYPE 'C-L' CATCH BASIN TOPS DOUBLE GRATE TYPE 1 at____________________ dollars and________________ cents per each. | 1 | ea. | $0.00 | $0.00 |
| 0686600.08 | 8" DUCTILE IRON PIPE 0' - 10' DEEP at____________________ dollars and____________________ cents per linear foot. | 42 | l.f. | $0.00 | $0.00 |
| 0686230.15 | 15" HIGH DENSITY POLYETHYLENE PIPE 0' - 10' DEEP at____________________ dollars and____________________ cents per linear foot. | 68 | l.f. | $0.00 | $0.00 |
| 0728034A | CRUSHED STONE SCREENINGS (STONEDUST) at__________________ dollars and___________________ cents per cubic foot. | 720 | c.f. | $0.00 | $0.00 |
| 0755042 | GEOTEXTILE FABRIC at____________________ dollars and____________________ cents per square yard. | 480 | s.y. | $0.00 | $0.00 |
| 0811001 | CONCRETE CURBING at____________________ dollars and____________________ cents per linear foot. | 435 | l.f. | $0.00 | $0.00 |
| 0901004A | REMOVABLE BARRIER POST (Bollard) at____________________ dollars and____________________ cents per each. | 2 | ea. | $0.00 | $0.00 |
| 0913003 | POLYVINYL CHLORIDE CHAIN LINK FENCE at____________________ dollars and____________________ cents per Linear foot. | 60 | l.f. | $0.00 | $0.00 |
| 0913835A | REMOVE, RESET REPLACE SEGMENTS OF CHAIN LINK FENCE at____________________ dollars and____________________ cents per Lump Sum. | 1 | l.s. | $0.00 | $0.00 |
| 0921002 | CONCRETE SIDEWALK at____________________ dollars and____________________ cents per square foot. | 40 | s.f. | $0.00 | $0.00 |
| 0921005A | CONCRETE SIDEWALK RAMP at____________________ dollars and____________________ cents per square foot. | 120 | s.f. | $0.00 | $0.00 |
| 0921048 | DETECTABLE WARNING SURFACE at____________________ dollars and____________________ cents per square foot. | 24 | s.f. | $0.00 | $0.00 |
| 0944000 | FURNISH AND PLACING TOPSOIL at____________________ dollars and____________________ cents per square yard. | 780 | s.y. | $0.00 | $0.00 |
| 0949024 | PLANT Fraiser Fir at____________________ dollars and____________________ cents per each. | 8 | ea. | $0.00 | $0.00 |
| 0950019A | TURF ESTABLISHMENT-LAWN at____________________ dollars and____________________ cents per square yard. | 780 | s.y. | $0.00 | $0.00 |
| 0975004 | MOBILIZATION AND PROJECT CLOSEOUT at____________________ dollars and____________________ cents per lump sum | 1 | l.s. | $0.00 | $0.00 |
| 0980001 | CONSTRUCTION STAKING at____________________ dollars and____________________ cents per lump sum | 1 | l.s. | $0.00 | $0.00 |
| 1302061A | ADJUST UTILITY GATE BOXES at____________________ dollars and____________________ cents per each. | 3 | ea. | $0.00 | $0.00 |
| Total | $0.00 |
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