B_Ind task order Proj B.doc
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- Solicitation number
- AG-04T-S-08-0008
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8. Project B Task Order Details
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| File | Type | Posted |
|---|---|---|
| Amendment 2.pdf | ||
| amendment 1.pdf | ||
| B_Project B Road 2553 ERFO Spec List FSSS attachment 2.pdf | ||
| B_Project B Road 2553 ERFO Plans attachment 3.pdf | ||
| B_Project B QUESTIONNAIRE attachment 1.doc | DOC document | |
| AG-04T1-S-08-0008 Rd Constr IDIQ solicitation.doc | DOC document | |
| A_Project A drawings attachment 3.pdf | ||
| B_Wage Decision attachment 4project B.doc | DOC document | |
| A_Wage Decision attachment 4 proj A.doc | DOC document | |
| A_Ind Task Order Proj A.doc | DOC document | |
| A_Project A Specs Attachment 2.doc | DOC document | |
| AG-04T1-S-08-0008 Rd Constr Return Packet.doc | DOC document |
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Project B: Road 2553 ERFO
Individual Project Task Order, Page 6 of 12
INDIVIDUAL PROJECT TASK ORDER
| Contract Number |
| Individual Project Task Order Number |
This Individual Project Task Order is issued under contract number:
AG-04TI-C-08-####
AG-04T1-D-08-####
| ISSUING OFFICE: (Forest Service Unit Name) |
| Task Order Date |
Umpqua National Forest
Acquisition Section, Room 201
2900 NW Stewart Parkway
Roseburg, OR 97470
Financial obligations and payments shall be processed via the Issuing Office.
PROJECT:
PROJECT NAME: PROJECT B - ROAD 2553 ERFO
Central Coast Ranger District and ODNRA, Siuslaw National Forest Itemized payment items, quantities, prices and detailed project requirements are attached
| Proposal Request Date: |
| Proposal Response Date/Time (close of business unless otherwise shown): |
A BID GUARANTEE is required for all offers exceeding $100,000.00.
OFFER:
| Offeror Name (same as on contract) |
| Offered by (Name, Title, Phone): |
| Offered Amounts attached in Section B. |
| Authorized Signature: |
Date:
This is a firm offer for 30 calendar days from the Response Date/Time. The offer agrees to furnish any required bonds and to perform the work at the prices offered.
AWARD:
ITEMS ACCEPTED:
TOTAL
AMOUNT: $
Task Order Number and Award Date shown at top.
| Ordered by (Name, Title, Phone): |
| Authorized Signature |
Task Order Contracting Officer
This project includes the terms and conditions of the basic contract as supplemented by the attached project-specific requirements.
TABLE OF CONTENTS
| CONTRACT SECTION BEING SUPPLEMENTED |
| TASK ORDER PAGES |
| Section B – Bid Schedule |
| 3 |
| Section C – Statement of Work |
| 4-5 |
| Section D – Packaging |
| not applicable |
| Section E – Inspection Requirements |
| No additions |
| Section F – Performance Time |
| 6 |
| Section G –GFP & Administrative Information |
| 7 |
| Section H – Special Contract Requirements |
| 8-11 |
| Section I – Contract Clauses |
| No additions |
| Section J – Attachments |
| 12 |
Questionnaire Specification List and Forest Service Supplemental Specifications
Drawings Wage Decision
Fire Protection Requirements Bid Bond
| Section L – Instructions for Offer Submission |
| 13 |
Existing contract clauses are supplemented and new contract clauses may be added.
SECTION B – BID SCHEDULE
(Detailed List of Payment Items, Quantities, Units, Unit Prices and Amounts)
B-1 BID SCHEDULE
ITEM
NO.
DESCRIPTION
PAY
UNIT
EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
15101
Mobilization
Lump Sum All
15201
Construction survey and staking, method 1, tolerance C
Lump Sum All
20155
Clearing and Grubbing
Lump Sum All
20401
Roadway excavation, compaction method B, finishing method NA
Cubic Yard*
20411
Embankment construction, compaction method B, finishing method NA
Cubic Yard*
20701
Earthwork geotextile type II-A
Square Yard*
25101
Placed riprap, class 3
Cubic Yard*
25104
Keyed riprap, class 6
Cubic Yard*
32203
Aggregate base, grading D, compaction method B
Cubic Yard*
60278
24-inch corrugated polyethylene pipe, type B, method B
Foot
60654
24-inch full circle polyethylene outlet pipe, type B
Foot
60713
Removing, cleaning, and relaying salvaged 24 inch pipe culvert.
Each
TOTAL PRICE $_________________
B-2 NOTE:
Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under 151.01 Mobilization.
Payment will be made on actual work performed as described in FP-03 109.01 unless otherwise noted.
* Denotes Contract Quantity
SECTION C – STATEMENT OF WORK
C-1
PROJECT SCOPE
Work includes:
Clearing and grubbing
Excavation, haul, and embankment of local material
Riprap placement
Aggregate placement
Culvert installation
Salvaging, cleaning, and reinstalling existing culvert C-2
PROJECT LOCATION
The project can be located as follows:
From Mapleton travel North on Hwy 36 approximately 4.7 miles, turn left onto Thompson creek road. On Thompson creek road travel approximately 2.9 miles and turn left onto FS road 25. Continue on FS road 25 for approximately 3.9 miles and turn left onto FS road 2553. Travel approximately 0.90 miles to the project site.
The site can be accessed through an alternate route:
From Highway 126 take North Fork Siuslaw; travel approximately 11.6 miles to the Upper North Fork Siuslaw county road. Travel approximately 5.6 miles to Forest Service road 2553. Continue approximately 0.8 miles on the 2553 to the project site.
C-6
SPECIFICATIONS APPLICABLE TO THIS INDIVIDUAL PROJECT
[X] FHWA Standard Specification 2003 U.S. Customary applies
[_] FHWA Standard Specification 2003 Metric applies
The attached “List of Specifications” and “Supplemental Project Specifications” apply.
SECTION F – PERFORMANCE TIME
F-5
FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK / ALTERNATE I
The following performance time requirements shall apply to this project:
30 Completion Calendar Days with desired start work date of June 16, 2008
SECTION G – CONTRACT ADMINISTRATION DATA
G-9
GOVERNMENT-FURNISHED PROPERTY (AGAR 452.245-70) (FEB 1988)
The Government will provide the following item(s) of Government property to the Contractor for use in the performance of this contract. This property shall be used and maintained by the Contractor in accordance with the provisions of the "Government Property" FAR clause contained elsewhere in the contract.
NONE
G-10
POST AWARD CONFERENCE (AGAR 452.215-73) (FEB 1988)
A post award conference with the successful offeror is required. It will be scheduled and held within 15 days after the date of contract award. The conference will be held at the Headquarters of the Siuslaw National Forest, 4077 SW Research Way, Corvallis OR.
SECTION H - SPECIAL CONTRACT REQUIREMENTS
H-1
FAR 52.236-4 PHYSICAL DATA
Change section (b) to read as follows:
(b) Weather conditions, data from:
http://www.ocs.orst.edu/pub_ftp/climate_data/mme2/mme3995.html
Monthly Means and Extremes Period: 1971-2000
Honeyman State Park, OR
Parameter Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Mean Temperature(F)
Maximum 50.7 53.6 56.0 59.2 63.2 66.6 69.4 70.0 70.1 63.4 54.5 50.4
Minimum 36.5 38.2 38.6 40.5 43.9 47.5 49.9 50.7 48.9 44.6 40.6 36.7
Mean 43.6 45.9 47.3 49.9 53.6 57.1 59.7 60.4 59.5 54.0 47.6 43.6
Extreme Temperature(F)
Maximum 65 75 78 83 92 92 95 91 99 88 69 64
Minimum 14 13 23 29 33 36 40 39 32 26 20 9
Precipitation(inches)
Monthly mean 10.83 9.34 8.96 5.24 3.80 2.47 .92 1.14 2.27 5.34 10.76 11.96
Extreme 24 hr 3.70 3.15 4.30 3.48 2.16 2.70 1.78 1.84 1.62 3.62 3.40 3.78
Snowfall(inches)
Monthly mean .13 .51 .03 .00 .00 .00 .00 .00 .00 .00 .00 .30
Average number of days
Temperature
Maximum 90 or more .0 .0 .0 .0 .0 .1 .1 .1 .4 .0 .0 .0
Maximum 32 or less .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .4
Minimum 32 or less 6.8 4.8 2.7 1.4 .0 .0 .0 .0 .0 .2 2.3 6.9
Minimum 0 or less .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0
Precipitation
.01 inches or more 18.2 17.9 18.2 16.6 12.4 8.6 4.7 5.3 6.8 11.4 19.4 19.8
.10 inches or more 14.8 14.5 14.9 11.7 8.1 5.3 2.3 2.7 4.3 8.6 16.0 15.8
.50 inches or more 7.4 6.8 6.6 3.9 2.7 1.4 .6 .6 1.4 4.0 8.2 8.2
1.00 inches or more 3.2 2.6 2.3 .9 .6 .5 .1 .2 .4 1.4 3.2 3.6
Degree Days
Heating days @ 65 (F) 646 527 533 449 350 242 165 145 175 330 514 657
Growing days @ 50 (F) 9 19 24 50 123 209 302 322 282 147 32 9
Change section (c) to read as follows:
(c) Transportation facilities. Site is accessed via paved Lane county roads and Forest Service roads, both paved and aggregate. There is a height restriction at the junction of the Thompson Creek road and Highway 36 of 12’ 5”.
Contractors are cautioned that the roadway structure is designed so that the completed road will support highway legal loads during a limited use season. Construction equipment often subjects the uncompleted roadway structure to loadings it is not designed to support. This is especially critical during periods of excessive moisture and will require careful selection and scheduling to permit efficient operation. Any damage resulting from operations which renders the material unsuitable for use or results in potential siltation of streams will be corrected by the Contractor at its expense.
H-11
LANDSCAPE PRESERVATION AND HAZARDOUS MATERIALS
Add the following:
(a) The Contractor shall not remove, deface, injure, or destroy trees, shrubs, lawn or natural features not designated for treatment. The Contractor shall confine operations to within the clearing limits or other areas designated in the contract documents, and prevent the depositing of rocks, excavated materials, stumps, or other debris outside of these limits. Material which falls outside of these limits shall be retrieved, disposed of, or incorporated in the work as directed by the Contracting Officer.
(b) Prevention of Oil Spills. If the Contractor maintains storage facilities for oil or oil products on site, appropriate preventive measures shall be taken to insure that any spill of such oil or oil products does not enter any stream or other waters of the United States or any of the individual states. If a spill of petroleum product should occur in water, the Contractor shall take immediate action to clean up or contain the spill, then immediately notify the Engineer and the Oregon Emergency Response System (OERS), telephone 1-800-452-0311 or 1-503-378-4124, and then immediately notify the Contracting Officer.
Contractor shall have a SPILL RESPONSE KIT on the project whenever equipment is operating. The spill kit shall be sufficient to absorb 34 gallons of oil, designed to float on the surface, while absorbing oil and repelling water. The KIT shall meet or exceed the physical properties of “New Pig Products Spill Kit #408”.
Oil absorbing mats are required under all stationary equipment, or equipment being serviced within the Forest Boundary to prevent leaking or spilled petroleum base products from contaminating soil and water resources. Such material will be furnished by Contactor and approved by Contracting Officer.
Servicing of all equipment shall be done only in the areas approved by the Contracting Officer. If the total oil or oil products storage exceeds 1320 gallons or if any single container exceeds a capacity of 660 gallons, the Contractor shall prepare a Spill Prevention Control and Countermeasures (SPCC) Plan. Such plan shall meet applicable EPA requirements (40 CFR 112) including certification by a registered professional engineer.
Equipment shall be furnished on a fully operational basis, of modern design and in good operating condition with no fuel or oil leaks. Repairs and move-in/move-out are the Contractor’s responsibility. All equipment shall be power washed and shall be clean prior to entering Forest Service Land.
(c) No objectionable material shall be allowed to enter any stream, river, lake, or other body of water. Material which falls in these areas shall be retrieved and disposed of, or incorporated in the work as directed by the Contracting Officer, and damage to vegetation or structures outside the project limits shall be repaired as directed by the Contracting Officer.
(d) The Contractor shall not operate equipment or otherwise disturb the natural vegetation and soil beyond the areas flagged on the ground or beyond two feet from edge of walkways, top of cuts, or toe of fills.
(e) The Contractor will make every reasonable attempt to preserve the scenic and natural environment along this construction project.
(f) Prior to the start of construction the Contractor shall submit to the Engineer for approval a schedule and plan for temporary pollution control measures for the following phases of work:
H-12
LOCAL DISPOSAL SITES
Add the following:
Designated disposal sites for this project are shown on the Plans.
H-20
PROSECUTION OF WORK – WORK HOUR LIMITS – WORK ITEM LIMITS
Add the following:
a) All construction activity shall be limited to two (2) hours after sunrise and two (2) hours before sunset, Monday through Friday, unless other hours are approved in writing by the Contracting Officer. The Contractor shall conduct activities so that interference with the public shall be kept at a minimum. Road 2553 shall be closed to public access for the length of the contract.
b) The Contractor shall use measures and precautions necessary to warn and protect the public and Government personnel during work at the project site. Such actions include, but are not limited to, furnishing and maintaining barricades and signs around the work site and roping off the area.
H-21
CONSTRUCTION STAKES, LINES, AND GRADES
Add the following to paragraph (b):
(b) The Contractor shall do all further surveying, staking, and engineering in accordance with FP-03 Section 152 to establish the horizontal and vertical control necessary to result in having the finished work comply with the lines and grades shown on the Plans or stated in the specifications.
H-22
SUBMITTALS
Add the following:
The following product samples and/or submittals are required for this project:
| Title |
| Referenced by |
Specification No Time of Government Approval
After Submittal
| Traffic Control Plan |
| 156 |
| 7 days |
| Dewatering Plan |
| 157 |
| 7 days |
| Erosion Control Plan |
| 157 |
| 7 days |
| Riprap |
| 251 |
| 7 days |
| Minor Aggregate |
| 322 |
| 7 days |
The following material certifications and/or testing reports shall be submitted on this project:
| Title |
| Referenced by |
Specification No Time of Government Approval
After Submittal
| Riprap |
| 251 |
| 7 days |
| Minor Aggregate |
| 322 |
| 7 days |
| Earthwork Geotextiles |
| 207 |
| 7 days |
| Culverts and Drains |
| 602 |
| 7 days |
| Rebar |
| 554 |
| 7 days |
| Epoxy |
| 725 |
| 7 days |
H-28 SPECIAL CONTRACT REQUIREMENTS FOR WILLAMETTE AND SIUSLAW NATIONAL FOREST PROJECTS
Clauses H-28 A, C, F, H apply.
Add the following to H-28C:
Use of Roads
(a) The Contractor is authorized to use roads that are listed as access to this project.
| Road Number |
| Name |
| Termini |
| Description of Authorization |
Restrictions or Requirements
See Road Rules Maintenance Required
| 2500 |
| Rodgers Ridge |
| MP 0.0 to MP 3.9 |
| Rock Haul, only Monday thru Friday |
| NONE |
| 2553 |
| Pawn Trail |
| MP 0.0 to MP 1.6 |
| Rock Haul, only Monday thru Friday |
| Spot blading as needed |
Add the following to H-28H:
NONE
H-30
TANK TRUCK
In addition to the requirements under Fire Precautionary Measure 1 – Tank Truck (Section J), the specified tank truck is required during all contract operations.
H-31
SANITATION REQUIREMENTS
Unless substitute measures or equipment are authorized in writing by the Contracting Officer, protection of air and water quality will include the use of approved chemical toilets by all persons engaged in road construction or in removing timber under this contract while they are within the boundaries of the Forest. Such facilities shall be furnished by Contractor in quantities and at locations approved by the Engineer. No habitation or overnight dwelling by employees of Contractor will be permitted on National Forest land without advance written approval from the Contracting Officer.
SECTION J - ATTACHMENTS
Item Number of Pages
1. Individual Project Technical Capability Questionnaire 1 page
(Attached separately)
2. List of Specifications and Supplemental Project Specifications 57 pages
3. List of Applicable Drawings:
10 drawings
Sheet No.
Title
Title Sheet
Vicinity Map
Estimate of Quantities
Existing Site Plan
Proposed Site Plan
L Line Profile
Layout Tables
Roadway Construction Details
Culvert Installations
Culvert Details
4. General Decision Number: OR080002 04/04/2008 OR2 16 pages
(Attached separately)
5. Fire Protection Requirements Forms from basic contract:
· R6-FS-6300-52 applies
· Measure 1 applies
· Measure 2 applies
Bid Bond Form SF-24 applies if offer exceeds $100,000.00 and a Surety Bond is used for the Bid Guarantee.
SECTION L - INSTRUCTIONS
L-11
FAR 52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)
ADD:
Site Visit contact:
Martin R. Moeller Jr.
541-750-7130
541-231-0253 mmoeller@fs.fed.us
File details come from the government source that posted it. Updated .