DescOfWork_Grisdale.doc
DOC document 73 KB Posted
- Attached to
- RECOVERY - WA PFH 208-1-(2), Camp Grisdale Road
- Solicitation number
- DTFH70-09-B-00003
About this file
Description of Work
View the file
Other files
| File | Type | Posted |
|---|---|---|
| A003_Grisdale.pdf | ||
| A002_sf30_Grisdale.pdf | ||
| A001_CampGrisdaleRoad2.pdf | ||
| Physical Data Request_Grisdale.pdf | ||
| IFB_BOOK 3_GRISDALE.PDF | ||
| IFB_BOOK 1_GRISDALE.PDF | ||
| IFB_BOOK 2_GRISDALE.PDF | ||
| PlanRequest_Grisdale.pdf | ||
| CALL for HUBZone INTEREST.doc | DOC document |
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RECOVERY – WA PFH 208 – 1(2), CAMP GRISDALE ROAD, OLYMPIC NATIONAL FOREST, GRAYS HARBOR COUTY, WASHINGTON.
The work consists of grading, base, asphalt concrete pavement, and drainage, including the installation of a 170’ long, 24’ diameter Government furnished structural plate pipe and other small items of work.
Project length: 5.817 Miles Fixed Completion Date: November 15, 2010 Estimated Price Range: $7 million to $10 million Location: 29 miles North of Montesano, Washington DESCRIPTION OF WORK in US CUSTOMARY UNITS
DIVISION 150 – Project Requirements
| 152 |
| Construction Survey & Staking |
| x |
| YES |
NO
| 153 |
| Contractor Quality Control and Assurance |
| x |
| YES |
NO
| 154 |
| Contractor Sampling & Testing |
| x |
| YES |
NO
| 155 |
| Schedules for Construction Contracts (construction schedules) |
| x |
| YES |
NO
| 157 |
| Soil Erosion Control Devices (erosion control devices) |
Soil Stabilization
Temporary Diversion Channel
Sediment Wattle
Filter Berm
Straw Bale
Sediment Trap
Temporary Turf Establishment
5.250 acre
1,400.0 lnft
16,500.0 lnft
9,000.0 lnft
80 each
25 each
40.00 slurry units
| 158 |
| Watering for Dust Control |
| 4,500 mgal |
DIVISION 200 – Earthwork
| 201 |
| Clearing & Grubbing |
| 29.542 acre |
| 203 |
| Removal of Structures & Obstructions (structures, demolition) |
Pipe Culvert
Sign 2 each
20 each
| 204 |
| Excavation & Embankment |
Roadway excavation
Subexcavation
Select borrow 63,003.4 cuyd
500.0 cuyd
26,000.00 ton
| 207 |
| Earthwork Geotextiles (geotextiles) |
Type III-A
Type III-B
Type IV-E 14,000 sqyd
800 sqyd
2,200 sqyd
| 211 |
| Roadway Obliteration |
| 2,708 sqyd |
DIVISION 250 - Slope Reinforcement and Retaining Walls
| 251 |
| Riprap |
Placed riprap, class 2
Placed riprap, class 4, energy dissipator
Placed riprap, class 4, riprap headwall
Placed riprap, class 4, riprap bank protection
Riprap ditch, class 1, mainline
Riprap ditch, class 1, approach 1,050.0 cuyd
125.0 cuyd
80.0 cuyd
30.0 cuyd
7,250.0 lnft
200.0 lnft
DIVISION 300 – Aggregate Courses
| 301 |
| Untreated Aggregate Courses (crushed aggregate) |
Aggregate base grading C 51,000.00 ton
| 303 |
| Roadway Reconditioning |
| 34.88 sta |
DIVISION 400 – Asphalt Pavements & Surface Treatments
| 401 |
| Superpave Hot Asphalt Concrete Pavement (asphalt concrete pavement) |
Superpave pavement, ¾-inch nominal maximum size aggregate, 0.3 to < 3 million ESAL, type III pavement roughness
Superpave pavement, ¾-inch nominal maximum size aggregate, 0.3 to < 3 million ESAL, type V pavement roughness
Antistrip additive, type 3 17,000.00 ton
2,250.00 ton
192.50 ton
| 412 |
| Asphalt Tack Coat (asphalt surface treatment) |
Tack coat grade CSS-1, CSS-1H, SS-1, or SS-1H
37.25 ton
DIVISION 600 – Incidental Construction
| 602 |
| Culverts & Drains (indicate one or both) |
18-inch pipe culvert
24-inch pipe culvert
36-inch pipe culvert
42-inch pipe culvert
48-inch pipe culvert
325.0 lnft
2,400.0 lnft
700.0 lnft
300.0 lnft
180.0 lnft
| 603 |
| Structural Plate Structures (culverts & drains) |
288-inch structural plate pipe, Government-furnished
170.0 lnft
| 605 |
| Underdrains, Sheet Drains & Pavement Edge Drains |
(culverts & drains) (indicate which) Standard underdrain system
500.0 lnft
| 617 |
| Guardrail |
Guardrail system G4, type 2, class A, wood posts
Guardrail system CRG, type 2, class A
Terminal section, type G4-CRT
Terminal section, type flared
Terminal section, type tangent
Remove and reset, guardrail 1,750.0 lnft
125.0 lnft
3 each
10 each
1 each
100.0 lnft
| 621 |
| Monuments & Markers (construction survey & staking) |
| x |
| YES |
NO
| 622 |
| Rental Equipment |
| x |
| YES |
NO
| 624 |
| Topsoil (landscaping & related items) |
Placing conserved topsoil, 4-inch depth
18.000 acre
| 625 |
| Turf Establishment (indicate seeding or mulching separately) |
Turf establishment
95.00 slurry unit
| 626 |
| Plants, Trees, Shrubs, Vines & Groundcovers |
| 633 |
| Permanent Traffic Control Devices (traffic control devices) |
Sign system
Delineators Remove and reset sign
Remove and reset sign, forest boundary
375.00 sqft
478 each
1 each
1 each
| 634 |
| Permanent Pavement Markings (traffic pavement markings) |
Pavement markings, type A
Raised pavement markers 239,600 lnft
550 each
| 635 |
| Temporary Traffic Control |
(traffic control – flaggers & pilot cars)
| Flagger: |
| Hours: 3,360.0 |
| Pilot Car: |
| Hours: 280.0 |
File details come from the government source that posted it. Updated .