Bid Form Items Updated.xlsx
XLSX spreadsheet 22 KB Posted
- Attached to
- Request for Proposal for General Contractor
- Solicitation number
- S-KM2962-00013686
- Issued by
- Tillamook County, Mcminnville City, Oregon
About this file
The file is a Bid Form Items Updated.xlsx spreadsheet for the City of Manzanita, Oregon, detailing a comprehensive infrastructure project known as the Manzanita Classic Street Connection. The document provides a detailed breakdown of three primary work schedules: Schedule A1 (Classic Street Work), Schedule A2 (Retaining Wall Work), and Schedule B (Necarney County City Road Section). The project encompasses roadway reconstruction, utility installations, and infrastructure improvements across approximately 1,600 linear feet, including 650 linear feet of asphalt pavement sawcutting, 2,300 square yards of pavement removal, installation of water mains ranging from 6" to 10" in diameter, storm sewer improvements, and various site preparation and finishing tasks. The project includes multiple technical components such as hydrant assemblies, catch basins, roadway markings, pedestrian landings, and landscaping, with a comprehensive list of 115 distinct line items across the three work schedules.
The bid form does not explicitly state total project value, but includes extensive detailed pricing opportunities for potential contractors. The project appears to be funded through a State of Oregon grant supporting infrastructure for affordable housing development, with a focus on complex construction conditions including steep slopes and unique sandy soil characteristics. The document indicates compliance with Oregon Bureau of Labor and Industries (BOLI) prevailing wage rates and suggests potential material price escalation capped at 5% for specific materials like watermain pipeline, asphalt, guardrail, and retaining wall components. Contractors will be required to navigate challenging geological conditions, including potential seismic risks and loose eolian sand formations, and demonstrate expertise in managing complex urban infrastructure projects with multiple technical and environmental considerations.
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Text version
Sheet1
| SCHEDULE A1 – CLASSIC STREET WORK | |||||
| Item | DESCRIPTION | UNIT | ESTIMATED QUANTITY | UNIT PRICE | TOTAL PRICE |
| 1 | MOBILIZATION | LS | 1 | $ | $ |
| 2 | TEMPORARY PROTECTION AND DIRECTION OF TRAFFIC | LS | 1 | $ | $ |
| 3 | EROSION AND SEDIMENT CONTROL | LS | 1 | $ | $ |
| 4 | CLEARING AND GRUBBING | AC | 0.15 | $ | $ |
| 5 | ASPHALT PAVEMENT SAWCUTTING | LF | 650 | $ | $ |
| 6 | SALVAGE AND REINSTALL HYDRANT | EA | 1 | $ | $ |
| 7 | REMOVAL OF PAVEMENT, AC/PCC (INCLUDING HAUL) | SY | 2300 | $ | $ |
| 8 | REMOVAL OF WALK | SY | 31 | $ | $ |
| 9 | REMOVAL OF CURBS | LF | 220 | $ | $ |
| 10 | REMOVE OR PLUG-FILL AND ABANDON EXISTING PIPE (WATER) | LF | 300 | $ | $ |
| 11 | REMOVAL OF PIPE (STORM SEWER) | LF | 350 | $ | $ |
| 12 | REMOVAL OF STRUCTURES (STORM SEWER, CB ONLY) | EA | 8 | $ | $ |
| 13 | SALVAGE EXISTING SIGNS | LS | 1 | $ | $ |
| 14 | GENERAL EXCAVATION | CY | 750 | $ | $ |
| 15 | TOPSOIL (SEEDED AREA) | CY | 130 | $ | $ |
| 16 | BORROW EXCAVATION | TN | 750 | $ | $ |
| 17 | BASE COURSE AGGREGATE | CY | 1000 | $ | $ |
| 18 | LEVELING COURSE AGGREGATE | CY | 100 | $ | $ |
| 19 | LEVEL 2 - 3/8 INCH ACP MIXTURE WEARING COURSE (ROADWAY) | TON | 377 | $ | $ |
| 20 | LEVEL 2 - 1/2 INCH ACP MIXTURE BASE COURSE (ROADWAY) | TON | 307 | $ | $ |
| 21 | LEVEL 2 - 3/8 INCH ACP MIXTURE (PATH) | TON | 102 | $ | $ |
| 22 | 2" COLD PLANE PAVEMENT REMOVAL | SY | 610 | $ | $ |
| 23 | EXTRA FOR PEDESTRIAN LANDINGS-ADA RAMPS | EA | 9 | $ | $ |
| 24 | 4" CONCRETE CURBS, MOUNTABLE-ROLLED CURB & GUTTER | LF | 410 | $ | $ |
| 25 | VALLEY GUTTER CONCRETE SURFACING | LF | 650 | $ | $ |
| 26 | MINOR ADJUSTMENT OF MANHOLES | EA | 3 | $ | $ |
| 27 | CONNECTIONS TO EXISTING WATER MAIN | EA | 7 | $ | $ |
| 28 | 6" PVC IPS, WATERMAIN | LF | 55 | $ | $ |
| 29 | 6" DI PIPE | LF | 7 | $ | $ |
| 30 | 8" DI PIPE | LF | 8 | $ | $ |
| 31 | 10" HDPE SDR 14, WATERMAIN | LF | 2152 | $ | $ |
| 32 | 8" DI MJ BENDS (VARIOUS ANGLES) | EA | 1 | $ | $ |
| 33 | 10" DI MJ BENDS (VARIOUS ANGLES) | EA | 10 | $ | $ |
| 34 | 10"X10"X6" DI FLG TEE | EA | 3 | $ | $ |
| 35 | 10"X10"X6" DI MJ TEE | EA | 1 | $ | $ |
| 36 | 10" DI FLG TEE | EA | 1 | $ | $ |
| 37 | 10" DI MJ TEE | EA | 1 | $ | $ |
| 38 | 10" FLG X MJ TEE | EA | 2 | $ | $ |
| 39 | 6" MJ GATE VALVE | EA | 2 | $ | $ |
| 40 | 6" FLGXMJ GATE VALVE | EA | 2 | $ | $ |
| 41 | 10" FLGXMJ GATE VALVE | EA | 12 | $ | $ |
| 42 | 10" MJ GATE VALVE | EA | 2 | $ | $ |
| 43 | 6" MJ LONG PATTERN SLEEVE | EA | 2 | $ | $ |
| 44 | 8" MJ LONG PATTERN SLEEVE | EA | 4 | $ | $ |
| 45 | 10" MJ LONG PATTERN SLEEVE | EA | 1 | $ | $ |
| 46 | 10" TO 8" MJ REDUCER | EA | 6 | $ | $ |
| 47 | 6" DI FLG CAP | EA | 1 | $ | $ |
| 48 | 2" AIR RELEASE VALVE AND VAULT | EA | 1 | $ | $ |
| 49 | HYDRANT ASSEMBLY | EA | 2 | $ | $ |
| 50 | CDF BACKFILL MATERIAL | CY | 5 | $ | $ |
| 51 | CONNECTIONS TO EXISTING STORM SEWER | EA | 4 | $ | $ |
| 52 | 8 INCH HDPE PIPE, 5 FT DEPTH | LF | 179 | $ | $ |
| 53 | 12 INCH HDPE PIPE, 5 FT DEPTH | LF | 1718 | $ | $ |
| 54 | 18 INCH HDPE PIPE, 5 FT DEPTH | LF | 48 | $ | $ |
| 55 | ODOT G2 CATCH BASIN | EA | 27 | $ | $ |
| 56 | NYLOPLAST CATCH BASIN | EA | 5 | $ | $ |
| 57 | 48" STORM SEWER MANHOLE (ALL DEPTHS) | EA | 3 | $ | $ |
| 58 | INFILTRATION BASIN STRUCTURE | EA | 1 | $ | $ |
| 59 | CENTER LINE (YELLOW DOUBLE LINE) | LF | 1503 | $ | $ |
| 60 | STOP BARS (THERMOPLASTIC) | LF | 90 | $ | $ |
| 61 | CROSSWALK STRIPES (6 X 2 THERMOPLASTIC) | EA | 50 | $ | $ |
| 62 | SPEED BUMPS | EA | 4 | $ | $ |
| 63 | TEMPORARY SEED | SY | 2459 | $ | $ |
| 64 | PERMANENT SEED | SY | 2459 | $ | $ |
| 65 | COMPOST EROSION BLANKET | SY | 2459 | $ | $ |
| 66 | LANDSCAPING | LS | 1 | $ | $ |
| SUBTOTAL SCHEDULE A1 - CLASSIC STREET SECTION | $ | ||||
| SCHEDULE A2 – RETAINING WALL WORK | |||||
| ITEM | DESCRIPTION | UNIT | ESTIMATED QUANTITY | UNIT PRICE | TOTAL PRICE |
| 67 | MOBILIZATION | LS | 1 | $ | $ |
| 68 | TEMPORARY PROTECTION AND DIRECTION OF TRAFFIC | LS | 1 | $ | $ |
| 69 | EROSION AND SEDIMENT CONTROL | LS | 1 | $ | $ |
| 70 | CLEARING AND GRUBBING | AC | 1.25 | $ | $ |
| 71 | ASPHALT PAVEMENT SAWCUTTING | LF | 55 | $ | $ |
| 72 | REMOVAL OF PAVEMENT, AC/PCC (INCLUDING HAUL) | SY | 2800 | $ | $ |
| 73 | REMOVAL OF CURBS | LF | 20 | $ | $ |
| 74 | REMOVAL OF PIPE (STORM SEWER) | LF | 8 | $ | $ |
| 75 | REMOVAL OF STRUCTURES (STORM SEWER, CB ONLY) | EA | 1 | $ | $ |
| 76 | SALVAGE EXISTING SIGNS | LS | 1 | $ | $ |
| 77 | GENERAL EXCAVATION | CY | 1000 | $ | $ |
| 78 | TOPSOIL (SEEDED AREA) | CY | 330 | $ | $ |
| 79 | BORROW EXCAVATION | TN | 2520 | $ | $ |
| 80 | BASE COURSE AGGREGATE | CY | 1000 | $ | $ |
| 81 | LEVELING COURSE AGGREGATE | CY | 110 | $ | $ |
| 82 | RETAINING WALL | LF | 915 | $ | $ |
| 83 | 4 FOOT CHAIN LINK FENCE | LF | 935 | $ | $ |
| 84 | W-BEAM GUARDRAIL, TYPE 2A | LF | 1045 | $ | $ |
| 85 | W-BEAM END TREATMENT-TYPE 5 | EA | 2 | $ | $ |
| 86 | LEVEL 2 - 3/8 INCH ACP MIXTURE WEARING COURSE (ROADWAY) | TON | 270 | $ | $ |
| 87 | LEVEL 2 - 1/2 INCH ACP MIXTURE BASE COURSE (ROADWAY) | TON | 270 | $ | $ |
| 88 | LEVEL 2 - 3/8 INCH ACP MIXTURE (PATH) | TON | 84 | $ | $ |
| 89 | CONSTRUCTION FABRIC | SY | 2333 | $ | $ |
| 90 | EXTRA FOR PEDESTRIAN LANDINGS-ADA RAMPS | EA | 2 | $ | $ |
| 91 | 6" CONCRETE CURBS, CURB & GUTTER | LF | 1050 | $ | $ |
| 92 | VALLEY GUTTER CONCRETE SURFACING | LF | 25 | $ | $ |
| 93 | CENTER LINE (YELLOW DOUBLE LINE) | LF | 1050 | $ | $ |
| 94 | FOG LINE (WHITE SINGLE LINE) | LF | 500 | $ | $ |
| 95 | STOP BARS (THERMOPLASTIC) | LF | 15 | $ | $ |
| 96 | CROSSWALK STRIPES (6 X 2 THERMOPLASTIC) | EA | 4 | $ | $ |
| 97 | SPEED BUMPS | EA | 4 | $ | $ |
| 98 | TRAFFIC DELINEATORS | EA | 51 | $ | $ |
| 99 | TEMPORARY SEED | SY | 2810 | $ | $ |
| 100 | PERMANENT SEED | SY | 2810 | $ | $ |
| 101 | COMPOST EROSION BLANKET | SY | 2810 | $ | $ |
| 102 | LANDSCAPING | LS | 1 | $ | $ |
| SUBTOTAL SCHEDULE A2 – TOTAL OF RETAINING WALL SECTION | $ | ||||
| SCHEDULE B – NECARNEY COUNTY CITY ROAD SECTION | |||||
| ITEM | ITEM DESCRIPTION | UNIT | ESTIMATED QUANTITY | UNIT PRICE | TOTAL PRICE |
| 103 | 8" HDPE SDR 14, WATERMAIN | LF | 1483 | $ | $ |
| 104 | 8" HDPE SDR 14, WATERMAIN (TRENCHLESS) | LF | 116 | $ | $ |
| 105 | 8" DI BENDS (VARIOUS ANGLES) | EA | 1 | $ | $ |
| 106 | 8"X8"X6" DI FLG TEE | EA | 2 | $ | $ |
| 107 | 8" DI FLG TEE | EA | 2 | $ | $ |
| 108 | 6" MJ GATE VALVE | EA | 1 | $ | $ |
| 109 | 6" FLGXMJ GATE VALVE | EA | 1 | $ | $ |
| 110 | 8" FLGXMJ GATE VALVE | EA | 9 | $ | $ |
| 111 | 8" DI MJ LONG PATTERN SLEEVE | EA | 2 | $ | $ |
| 112 | 8" DI MJ CAP | EA | 1 | $ | $ |
| 113 | 2" AIR RELEASE VALVE AND VAULT | EA | 1 | $ | $ |
| 114 | HYDRANT ASSEMBLY | EA | 1 | $ | $ |
| 115 | CONNECTIONS TO EXISTING WATER MAINS | EA | 3 | $ | $ |
| SUBTOTAL SCHEDULE B – NECARNEY CITY COUNTY ROAD SECTION | $ | ||||
| Schedule A1 Total | $ | ||||
| Schedule A2 Total | $ | ||||
| Schedule B Total | $ | ||||
| Sum of Totals (A1+A2+ B) = Grand Total | $ |
File details come from the government source that posted it. Updated .