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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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$$
5418 INCH HDPE PIPE, 5 FT DEPTHLF48$$
55TYPE 1 CATCH BASINEA27$$
56NYLOPLAST CATCH BASINEA5$$
5748" STORM SEWER MANHOLE (ALL DEPTHS)EA5$$
58INFILTRATION BASIN STRUCTUREEA1$$
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$$
76SALVAGE EXISTING SIGNSLS2$$
77GENERAL EXCAVATIONCY1000$$
78TOPSOIL (SEEDED AREA)CY330$$
79BORROW EXCAVATIONTN2520$$
80BASE COURSE AGGREGATECY1000$$
81LEVELING COURSE AGGREGATECY110$$
82RETAINING WALLLF835$$
834 FOOT CHAIN LINK FENCELF860$$
84W-BEAM GUARDRAIL, TYPE 2ALF880$$
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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