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, for Project B026-42 Columbus Avenue Cul-de-Sac, a municipal infrastructure construction project. The project scope includes constructing 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 encompasses removal of existing pavement, site regrading, installation of full-depth bituminous concrete pavement (10,600 square feet), concrete curbing (435 linear feet), concrete sidewalk repairs, a concrete block retaining wall (60 linear feet), chain link fencing, stormwater infrastructure modifications including catch basins and 8-inch and 15-inch storm sewer connections, topsoil placement (780 square yards), turf establishment (780 square yards), and landscape plantings including eight Fraser Fir trees. The bid submission deadline is February 26, 2026, at 11:00 am through the City's electronic procurement portal. 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 project is anticipated to commence in Spring 2026 with expedited completion to minimize resident disruption.
Bidding is open and competitive with no incumbent identified. The City of Meriden has adopted a local preference ordinance requiring city-based businesses with principal places of business in Meriden to submit pricing not more than 10 percent higher than the lowest bid to be eligible for award consideration. The procurement encourages set-asides for minority business enterprises where at least 51 percent ownership is held by specified groups, and small contractors are defined as companies with gross revenues not exceeding $15 million that have operated under the same management in Connecticut for at least one year. Successful bidders must provide a bid bond equal to 10 percent of the bid amount within ten days of notice of award, followed by performance and labor and material payment bonds each at 100 percent of the contract price. The sample construction contract indicates a lump sum contract price of $30,000.00 with liquidated damages assessed at $2,200 per calendar day for failure to meet the completion deadline, and monthly progress payments calculated based on engineer certification with five percent retainage withheld until final completion. Contractors must comply with Connecticut prevailing wage requirements, provide certified payroll documentation, complete 10-hour OSHA Construction Safety and Health training, and maintain comprehensive insurance coverage including general liability of $1,000,000 per occurrence and $2,000,000 aggregate, auto liability of $1,000,000 combined single limit, and umbrella coverage of $1,000,000.
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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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