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 the City of Meriden, Connecticut's B026-42 Columbus Avenue Cul-de-Sac project, a construction infrastructure improvement initiative. The project encompasses construction of a 48-foot radius cul-de-sac at the south end of Columbus Avenue and an 8-foot wide stone dust multi-use path connecting Columbus Avenue to Marina Court. Work includes pavement removal, site regrading, installation of bituminous concrete pavement, concrete curbing (435 linear feet), concrete sidewalk repairs, a concrete block retaining wall, chain link fencing, stormwater infrastructure modifications, topsoil placement (780 square yards), turf establishment (780 square yards), and landscape plantings including eight Fraser Fir trees. The bid form itemizes 38 distinct line items with associated quantities and unit measures. A non-mandatory pre-bid meeting is scheduled for February 12, 2026, at 10:00 am at Meriden City Hall, with questions due by February 19, 2026, at 4:00 pm. The bid submission deadline is February 26, 2026, at 11:00 am through the City's electronic procurement portal. Project commencement is anticipated in Spring 2026 with expedited completion to minimize resident disruption.
The bid form contains blank fields for bidders to insert unit costs and calculate totals for each line item, with all pricing currently shown as $0.00. Bidders must comply with Connecticut prevailing wage requirements and provide certified payroll documentation. The City of Meriden's local preference ordinance requires city-based businesses to submit pricing no more than 10 percent higher than the lowest bid for award consideration. Bidders must obtain a bid bond equal to 10 percent of the bid amount within ten days of award notice, followed by performance and labor/material payment bonds at 100 percent of contract price. The sample construction contract referenced in the opportunity indicates liquidated damages of $2,200 per calendar day for failure to meet completion deadlines, with monthly progress payments calculated upon engineer certification and five percent retainage withheld until final completion. All bidders must submit the Bidder Contract Compliance Monitoring Report addressing affirmative action policies and workforce composition, with set-asides encouraged for minority business enterprises and small contractors with gross revenues not exceeding $15 million.
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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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