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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Sheet1

SCHEDULE A1 – CLASSIC STREET WORK
ItemDESCRIPTIONUNITESTIMATED QUANTITYUNIT PRICETOTAL PRICE
1MOBILIZATIONLS1$$
2TEMPORARY PROTECTION AND DIRECTION OF TRAFFICLS1$$
3EROSION AND SEDIMENT CONTROLLS1$$
4CLEARING AND GRUBBINGAC0.15$$
5ASPHALT PAVEMENT SAWCUTTINGLF650$$
6SALVAGE AND REINSTALL HYDRANTEA1$$
7REMOVAL OF PAVEMENT, AC/PCC (INCLUDING HAUL)SY2300$$
8REMOVAL OF WALKSY31$$
9REMOVAL OF CURBSLF220$$
10REMOVE OR PLUG-FILL AND ABANDON EXISTING PIPE (WATER)LF300$$
11REMOVAL OF PIPE (STORM SEWER)LF350$$
12REMOVAL OF STRUCTURES (STORM SEWER, CB ONLY)EA8$$
13SALVAGE EXISTING SIGNSLS1$$
14GENERAL EXCAVATIONCY750$$
15TOPSOIL (SEEDED AREA)CY130$$
16BORROW EXCAVATIONTN750$$
17BASE COURSE AGGREGATECY1000$$
18LEVELING COURSE AGGREGATECY100$$
19LEVEL 2 - 3/8 INCH ACP MIXTURE WEARING COURSE (ROADWAY)TON377$$
20LEVEL 2 - 1/2 INCH ACP MIXTURE BASE COURSE (ROADWAY)TON307$$
21LEVEL 2 - 3/8 INCH ACP MIXTURE (PATH)TON102$$
222" COLD PLANE PAVEMENT REMOVALSY610$$
23EXTRA FOR PEDESTRIAN LANDINGS-ADA RAMPSEA9$$
244" CONCRETE CURBS, MOUNTABLE-ROLLED CURB & GUTTERLF410$$
25VALLEY GUTTER CONCRETE SURFACINGLF650$$
26MINOR ADJUSTMENT OF MANHOLESEA3$$
27CONNECTIONS TO EXISTING WATER MAINEA7$$
286" PVC IPS, WATERMAINLF55$$
296" DI PIPELF7$$
308" DI PIPELF8$$
3110" HDPE SDR 14, WATERMAINLF2152$$
328" DI MJ BENDS (VARIOUS ANGLES)EA1$$
3310" DI MJ BENDS (VARIOUS ANGLES)EA10$$
3410"X10"X6" DI FLG TEEEA3$$
3510"X10"X6" DI MJ TEEEA1$$
3610" DI FLG TEEEA1$$
3710" DI MJ TEEEA1$$
3810" FLG X MJ TEEEA2$$
396" MJ GATE VALVEEA2$$
406" FLGXMJ GATE VALVEEA2$$
4110" FLGXMJ GATE VALVEEA12$$
4210" MJ GATE VALVEEA2$$
436" MJ LONG PATTERN SLEEVEEA2$$
448" MJ LONG PATTERN SLEEVEEA4$$
4510" MJ LONG PATTERN SLEEVEEA1$$
4610" TO 8" MJ REDUCEREA6$$
476" DI FLG CAPEA1$$
482" AIR RELEASE VALVE AND VAULTEA1$$
49HYDRANT ASSEMBLYEA2$$
50CDF BACKFILL MATERIALCY5$$
51CONNECTIONS TO EXISTING STORM SEWEREA4$$
528 INCH HDPE PIPE, 5 FT DEPTHLF179$$
5312 INCH HDPE PIPE, 5 FT DEPTHLF1718$$
5418 INCH HDPE PIPE, 5 FT DEPTHLF48$$
55ODOT G2 CATCH BASINEA27$$
56NYLOPLAST CATCH BASINEA5$$
5748" STORM SEWER MANHOLE (ALL DEPTHS)EA3$$
58INFILTRATION BASIN STRUCTUREEA1$$
59CENTER LINE (YELLOW DOUBLE LINE)LF1503$$
60STOP BARS (THERMOPLASTIC)LF90$$
61CROSSWALK STRIPES (6 X 2 THERMOPLASTIC)EA50$$
62SPEED BUMPSEA4$$
63TEMPORARY SEEDSY2459$$
64PERMANENT SEEDSY2459$$
65COMPOST EROSION BLANKETSY2459$$
66LANDSCAPINGLS1$$
SUBTOTAL SCHEDULE A1 - CLASSIC STREET SECTION$
SCHEDULE A2 – RETAINING WALL WORK
ITEMDESCRIPTIONUNITESTIMATED QUANTITYUNIT PRICETOTAL PRICE
67MOBILIZATIONLS1$$
68TEMPORARY PROTECTION AND DIRECTION OF TRAFFICLS1$$
69EROSION AND SEDIMENT CONTROLLS1$$
70CLEARING AND GRUBBINGAC1.25$$
71ASPHALT PAVEMENT SAWCUTTINGLF55$$
72REMOVAL OF PAVEMENT, AC/PCC (INCLUDING HAUL)SY2800$$
73REMOVAL OF CURBSLF20$$
74REMOVAL OF PIPE (STORM SEWER)LF8$$
75REMOVAL OF STRUCTURES (STORM SEWER, CB ONLY)EA1$$
76SALVAGE EXISTING SIGNSLS1$$
77GENERAL EXCAVATIONCY1000$$
78TOPSOIL (SEEDED AREA)CY330$$
79BORROW EXCAVATIONTN2520$$
80BASE COURSE AGGREGATECY1000$$
81LEVELING COURSE AGGREGATECY110$$
82RETAINING WALLLF915$$
834 FOOT CHAIN LINK FENCELF935$$
84W-BEAM GUARDRAIL, TYPE 2ALF1045$$
85W-BEAM END TREATMENT-TYPE 5EA2$$
86LEVEL 2 - 3/8 INCH ACP MIXTURE WEARING COURSE (ROADWAY)TON270$$
87LEVEL 2 - 1/2 INCH ACP MIXTURE BASE COURSE (ROADWAY)TON270$$
88LEVEL 2 - 3/8 INCH ACP MIXTURE (PATH)TON84$$
89CONSTRUCTION FABRICSY2333$$
90EXTRA FOR PEDESTRIAN LANDINGS-ADA RAMPSEA2$$
916" CONCRETE CURBS, CURB & GUTTERLF1050$$
92VALLEY GUTTER CONCRETE SURFACINGLF25$$
93CENTER LINE (YELLOW DOUBLE LINE)LF1050$$
94FOG LINE (WHITE SINGLE LINE)LF500$$
95STOP BARS (THERMOPLASTIC)LF15$$
96CROSSWALK STRIPES (6 X 2 THERMOPLASTIC)EA4$$
97SPEED BUMPSEA4$$
98TRAFFIC DELINEATORSEA51$$
99TEMPORARY SEEDSY2810$$
100PERMANENT SEEDSY2810$$
101COMPOST EROSION BLANKETSY2810$$
102LANDSCAPINGLS1$$
SUBTOTAL SCHEDULE A2 – TOTAL OF RETAINING WALL SECTION$
SCHEDULE B – NECARNEY COUNTY CITY ROAD SECTION
ITEMITEM DESCRIPTIONUNITESTIMATED QUANTITYUNIT PRICETOTAL PRICE
1038" HDPE SDR 14, WATERMAINLF1483$$
1048" HDPE SDR 14, WATERMAIN (TRENCHLESS)LF116$$
1058" DI BENDS (VARIOUS ANGLES)EA1$$
1068"X8"X6" DI FLG TEEEA2$$
1078" DI FLG TEEEA2$$
1086" MJ GATE VALVEEA1$$
1096" FLGXMJ GATE VALVEEA1$$
1108" FLGXMJ GATE VALVEEA9$$
1118" DI MJ LONG PATTERN SLEEVEEA2$$
1128" DI MJ CAPEA1$$
1132" AIR RELEASE VALVE AND VAULTEA1$$
114HYDRANT ASSEMBLYEA1$$
115CONNECTIONS TO EXISTING WATER MAINSEA3$$
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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