Bid Form Items.xlsx
XLSX spreadsheet 21 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 document is a Bid Form Items spreadsheet for the City of Manzanita, Oregon, detailing a comprehensive infrastructure project known as the Manzanita Classic Street Connection. The bid form contains three distinct schedules (A1 Classic Street Work, A2 Retaining Wall Work, and B Necarney County City Road Section) encompassing 115 line items with estimated quantities for roadway reconstruction, water main installation, storm sewer improvements, and related infrastructure work. The project involves approximately 1,600 linear feet of roadway, including water main installations using HDPE and ductile iron pipes, storm sewer pipe installations ranging from 8 to 18 inches, retaining wall construction, curb and gutter systems, traffic delineation, and landscape restoration. Key quantities include 2,300 square yards of pavement removal, 1,503 linear feet of center line marking, 27 catch basins, and extensive pipe and valve installations across multiple water main sections.
The bid form indicates a complex infrastructure project funded through a State of Oregon grant, focusing on affordable housing infrastructure development. The project requires specialized construction techniques to address challenging geological conditions, including steep slopes and sandy soil characteristics. Contractors must comply with Oregon Bureau of Labor and Industries (BOLI) prevailing wage rates and navigate potential seismic risks. Material price escalation is capped at 5% for specific components like watermain pipeline, asphalt, guardrail, and retaining wall materials. While no specific set-aside designations for disadvantaged enterprises are mentioned, the project demands expertise in managing urban infrastructure projects with multiple technical and environmental considerations. The comprehensive nature of the infrastructure improvements suggests a significant project budget, with contractors required to be registered with the Construction Contractors Board and provide bid security of at least 10% of the bid amount.
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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 | TYPE 1 CATCH BASIN | EA | 27 | $ | $ |
| 56 | NYLOPLAST CATCH BASIN | EA | 5 | $ | $ |
| 57 | 48" STORM SEWER MANHOLE (ALL DEPTHS) | EA | 5 | $ | $ |
| 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 | 2 | $ | $ |
| 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 | 835 | $ | $ |
| 83 | 4 FOOT CHAIN LINK FENCE | LF | 860 | $ | $ |
| 84 | W-BEAM GUARDRAIL, TYPE 2A | LF | 880 | $ | $ |
| 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 | $ |
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