Bidders_Itemized_Proposal_22-ENG-05_Addendum_4.xlsx
XLSX spreadsheet 11 KB Posted
- Solicitation number
- 22-ENG-05
- Issued by
- Hamilton County, Indiana
About this file
The document is an itemized proposal (Bidders_Itemized_Proposal_22-ENG-05_Addendum_4.xlsx) for the City of Carmel, Hamilton County, Indiana, detailing a construction project for a multi-use path on 99th Street between Westfield Blvd and Haverstick Rd. The project involves comprehensive road and infrastructure improvements, including path construction, storm sewer installation, concrete work, excavation, and various site preparations. Bids are scheduled to be accepted until 9:00 am on Wednesday, February 19, 2025, through the city's e-Procurement Portal. The itemized proposal includes 61 line items covering activities such as construction engineering, mobilization, right-of-way clearing, concrete removal and installation, subgrade treatment, asphalt and concrete work, drainage improvements, signage, traffic management, and utility adjustments.
The proposal encompasses a detailed breakdown of quantities and units for each construction element, with line items ranging from excavation (843 cubic yards) to specific infrastructure components like fire hydrant assemblies, pipe installations, and road markings. The total project budget is not explicitly stated, but includes a $22,000 stormwater management budget and covers extensive site work including sodding (2,075 square yards), concrete curb and gutter installations, and various utility adjustments. The project appears to be funded through local municipal infrastructure funds, with a focus on improving transportation infrastructure and pedestrian accessibility in the Carmel area.
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| Line Item | Description | Quantity | Unit of Measure | Unit Cost | Total |
| 1 | CONSTRUCTION ENGINEERING | 1 | LS | ||
| 2 | MOBILIZATION AND DEMOBILIZATION | 1 | LS | ||
| 3 | CLEARING RIGHT OF WAY | 1 | LS | ||
| 4 | CURB, CONCRETE, REMOVE | 73 | LFT | ||
| 5 | SIDEWALK CONCRETE, REMOVE | 551 | SYS | ||
| 6 | EXCAVATION, COMMON | 843 | CYS | ||
| 7 | STORMWATER MANAGEMENT BUDGET | 22000 | DOL | ||
| 8 | STORMWATER MANAGEMENT IMPLEMENTATION | 1 | LS | ||
| 9 | SWQCP PREPARATION | 1 | LS | ||
| 10 | SUBGRADE TREATMENT, TYPE II | 260 | SYS | ||
| 11 | SUBGRADE TREATMENT, TYPE III | 2921 | SYS | ||
| 12 | STRUCTURE BACKFILL, TYPE 2 | 5 | CYS | ||
| 13 | STRUCTURE BACKFILL, TYPE 3 | 2 | CYS | ||
| 14 | GEOGRID, TYPE IB | 512 | SYS | ||
| 15 | COMPACTED AGGREGATE NO. 53 | 571 | CYS | ||
| 16 | WIDENING WITH HMA, TYPE B | 17 | TON | ||
| 17 | MILLING, APPROACH | 280 | SYS | ||
| 18 | ASPHALT FOR TACK COAT | 1 | TON | ||
| 19 | PCCP, 6 IN. | 197 | SYS | ||
| 20 | HMA FOR SIDEWALK | 563 | TON | ||
| 21 | SIDEWALK, CONCRETE | 17 | SYS | ||
| 22 | CURB RAMP, CONCRETE | 127 | SYS | ||
| 23 | DETECTABLE WARNING SURFACES | 26 | SYS | ||
| 24 | CURB, CONCRETE | 758 | LFT | ||
| 25 | CURB AND GUTTER, CONCRETE | 1112 | LFT | ||
| 26 | HMA FOR APPROACHES, TYPE B | 24 | TON | ||
| 27 | PCCP FOR APPROACHES, 6 IN. | 260 | SYS | ||
| 28 | MAILBOX ASSEMBLY, RESET SINGLE | 9 | EACH | ||
| 29 | RIPRAP, REVETMENT | 19 | TON | ||
| 30 | GEOTEXTILE FOR RIPRAP TYPE 1A | 40 | SYS | ||
| 31 | WATER | 2.1 | kGAL | ||
| 32 | TOPSOIL | 173 | CYS | ||
| 33 | SODDING, NURSERY | 2075 | SYS | ||
| 34 | SANITARY SEWER SERVICE ADJUSTMENT | 100 | LFT | ||
| 35 | METER PIT | 1 | EACH | ||
| 36 | PIPE, TYPE 2, CIRCULAR, 12 IN. | 26 | LFT | ||
| 37 | PIPE END SECTION, DIAMETER 12 IN. | 3 | EACH | ||
| 38 | CASTING, MANHOLE, ADJUST TO GRADE | 2 | EACH | ||
| 39 | PIPE CATCH BASIN, 15 IN. | 1 | EACH | ||
| 40 | FIRE HYDRANT ASSEMBLY | 1 | EACH | ||
| 41 | AGGREGATE FOR DRAINAGE FILL | 2 | CYS | ||
| 42 | MODULAR BLOCK WALL | 57 | SFT | ||
| 43 | MODULAR BLOCK WALL ERECTION | 57 | SFT | ||
| 44 | ROAD CLOSURE SIGN ASSEMBLY | 3 | EACH | ||
| 45 | DETOUR ROUTE MARKER ASSEMBLY | 8 | EACH | ||
| 46 | CONSTRUCTION SIGN, A | 25 | EACH | ||
| 47 | CONSTRUCTION SIGN, B | 15 | EACH | ||
| 48 | MAINTAINING TRAFFIC | 1 | LS | ||
| 49 | BARRICADE, III-B | 50 | LFT | ||
| 50 | TEMPORARY PEDESTRIAN CHANNELIZER | 32 | LFT | ||
| 51 | SIGN, PANEL, RELOCATE | 1 | EACH | ||
| 52 | SIGN POST, SQUARE, TYPE 1, REINFORCED ANCHOR BASE | 39 | LFT | ||
| 53 | SIGN, SHEET, WITH LEGEND, 0.080 IN. | 32.08 | SFT | ||
| 54 | SIGN, DOUBLE-FACED, SHEET, WITH LEGEND, 0.100 IN. THICKNESS | 20 | SFT | ||
| 55 | TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WHITE, 24 IN. | 224 | LFT | ||
| 56 | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. | 738 | LFT | ||
| 57 | TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 24 IN. | 35 | LFT | ||
| 58 | ADJUST FLUSHING STATION PIT & INSTALL CASTING (TRICO) | 1 | EA | ||
| 59 | ADJUST VALVE TO GRADE (CARMEL WATER) | 1 | EA | ||
| 60 | ADJUST VALVE TO GRADE & REPLACE VALVE BOX (CARMEL WATER) | 1 | EA | ||
| 61 | ADJUST VALVE TO GRADE (TRICO FM VALVES) | 7 | EA | ||
| Total | $0.00 |
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