ATT_2_-_Revised_Schedule_of_Items.pdf
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- Attached to
- Bridger-Teton NF Supervisors/Jackson Ranger District Office Construction Project Federal contract opportunity
- Solicitation number
- AG-02NV-S-15-0024
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Attachment 2 - Revised Schedule of Items
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CONSTRUCTION RFP thru FAC 2005-80 AG-02NV-S-15-0024 Bridger-Teton NF Supervisor’s & Jackson
Ranger District Office Construct ion Project
PART I - THE SCHEDULE
SECTION B - SUPPLIES OR SERVICES AND PRICES
B- 1 Schedule of Items
LINE ITEM # DESCRIPTION METHOD
OF MEAS. UNIT QTY. PRICE TOTAL
000501 Office Building LSQ LS 1
011900 Mobilization LSQ LS 1
010250 Construction Staking LSQ LS 1
017320-1 Site Demolition LSQ LS 1
017320-2 Removal of the Cache Creek Live Culvert LSQ LS
023701 Sedimentation and Erosion Control LSQ LS 1
024230 Hazardous Materials Abatement LSQ LS 1
024116
Removal, Disposal, Salvage, and Recycling of Three Existing Structures LSQ LS 1
033545-1 Concrete Curb & Gutter – 30” Wide DQ LF 750
033545-2 4” concrete – Sidewalks, Slabs;
Includes Aggregate Base Material DQ SF 5200
033545-3 Concrete Accessible Ramp AQ EA 2
101400 Exterior Signs (Aluminum on Galv.
Steel Tube Posts)
AQ EA 8
101420 Administrative Identification Sign -
AS (HDPE) LSQ LS 1
101425 3-Panel Bulletin board/Log Stanchion LSQ LS 1
107516 Ground-Set Flag Pole LSQ LS 1
129300-1 Site Furnishings (Picnic Tables) DQ EA 4
129300-2 Site Furnishings (Bike Racks) DQ EA 3
221100-1 Pipeline, 2" HDPE, Including Trench and Fittings DQ LF 340
221100-2 Pipeline, 6" PVC, C900, Including Trench and Fittings DQ LF 200
221100-3 Pipeline, 8" PVC, C900, Including Trench and Fittings DQ LF 340
221100-2 Connection to Existing Water Main LSQ LS 2
221102-1 Curb Valve and Box - 2-Inch Metal AQ EA 1
221102-2 Curb Valve and Box - 6-Inch Cast Iron AQ EA 1
221102-3 Curb Valve and Box - 8-Inch Cast Iron AQ EA 2
Amendment 0002 Attachment 2
CONSTRUCTION RFP thru FAC 2005-80 AG-02NV-S-15-0024 Bridger-Teton NF Supervisor’s/Jackson
Ranger District Office Construct ion Project
221300-1
Sewerline - Gravity, 6-Inch PVC, SDR 35, Including Trench and Fittings DQ LF 80
232113 Geothermal Wells Systems and Piping to Building LSQ LS 1
260500-1 Site Electrical – Lighting and Electrical Distribution System LSQ LS 1
260500-2 Radio Tower LSQ LS 1
312100
Project Site Preparation and Grading (Excludes All Work within 5' of the Building Roof Line) LSQ LS 1
316613 Soil Improvement- Vibro-displacement Rock Columns LSQ LS 1
321200-1 Hot Mix Asphalt Pavement AQ Ton 630
321204-1 Crushed Aggregate Base Course - Grading "C" (For Under Roadways) DQ CY 650
321204-2 Structural Fill Material for Pavements DQ CY 1,260
322640-1 Pavement Markings - Parking Stall Lines 4" Solid Yellow Non Reflective DQ LF 3,200
322640-2 Pavement Markings - Accessible Parking Symbol AQ EA 4
322706-1
Pulverize Asphalt Pavement and Reuse - Area for Building Construction DQ CY 300
328000 Irrigation System LSQ LS 1
329206 Seeding LSQ LS 1
329310-1 Exterior Plants, Decorative Boulders and Topsoil LSQ LS 1
329310-2 Drystack Flagstone Retaining Walls AQ LF 240
329310-3 Groundcover AQ SF 4,350
329400
Landscape Stone, Flagstone Steppers, Wood Mulch, Weed Barrier & Bender Board Edging LSQ LS 1
332228-1
Culvert - 18-inch Galv. Corrugated Metal Pipe (16 Gauge, 2 2/3"x1/2" Corrugations) AQ LF 185
332228-2 Culvert - 42-inch CMP (Cache Creek Diversion) AQ LF
332228-3 Storm Sewer Manhole AQ EA 3
332228-4 Concrete Inlet Box LSQ LS 1
332228-5 Outlet Control Structure - Storm Water System LSQ LS
Total Base Items $
B- 2 Payment for Bond Premiums
Note: Payment for bond premiums in accordance with FAR Clause 52.232-5, Payment Under Fixed-Price Construction Contracts, shall not be in addition to the contract price.
Amendment 0002 Attachment 2
| RFP AG-02NV-S-15-0024 |
| 1. Demolition Work is shown in plans and noted in specifications and includes the following: |
| 2. The Jackson Ranger District Office and other facilities at the east of the Forest Service site District Office shall remain in place and operation during construction. |
| 3. New Construction work is shown in the plans and noted in the specifications and includes the following: |
| 1. The contractor shall have full use of the premises for construction operations, including the use of the Project site during the construction period. The Contractor’s use of the premises is limited only by the Government’s right to perform work or... |
| 2. Except as noted herein, the construction sites will be closed to the public during construction. The Contractor will be responsible for fencing, signing and limiting public access. Access shall be maintained to the facilities at the east of the F... |
| 3. The Contractor shall not disrupt existing utility service (water, power, telecom, sewer, etc.) to and within the compound without coordination and approval in writing from the Contracting Officer’s Representative. Provide 48 hours’ notice prior to ... |
| 4. Water is available at the site for construction purposes. The contractor is responsible for any temporary connection hardware. |
| 5. Electricity is available at the site for construction purposes. The Contractor will be responsible for coordinating the installation of temporary power for the site and the cost for the service. |
| 6. Telephone service is not available, and shall be the contractor’s responsibility. |
| 7. Sewer lines are available to the contractor, if desired. |
| 8. The Contractor shall provide temporary toilet facilities (porta-potties) at the site during all construction work. Toilet facilities shall be provided at a rate of one stool for every 10 workers assigned or working on site with a minimum of one re... |
| 9. All construction equipment shall be pressure washed before entering the Site. The removal of mud and debris from treads, tracks and undercarriage, with emphasis on axles, frame, cross-members, motor mounts, and underneath steps, running boards, an... |
| A. The elevation of the site is approximately 6300 feet above sea level. The construction site experiences very cold temperatures with snow on the ground from October to April. Summer temperatures are moderate and rarely exceed 90 degrees. |
| B. In depth soil surveys have been performed and are available as an attachment to the specifications. See Geotechnical Report, prepared by Nelson Engineering, Jackson, Wyoming, September 2014. |
| C. The contractor shall review the water table information included in the geotechnical study. |
| E- 1 FAR 52.252-2 Clauses Incorporated by Reference (FEB 1998) |
| F-3 52.211-12 -- Liquidated Damages -- Construction (Sept 2000) |
| I-4 52.223-9 - Estimate of Percentage of Recovered Material Content For EPA Designated Items (May 2008) |
| (ii) At the end of contract performance |
| I-8 52.232-18 - Availability of Funds (Apr 1984) |
| PART III - LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS |
| SECTION J - LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS |
| K-3 52.209-5 -- Certification Regarding Responsibility Matters. (Apr 2010) |
| Commissioning Plan |
| Functional Commissioning Reports |
| Geotechnical Report |
| Geothermal Boring Soils Report |
| Wage Rate Decision No. WY100017 (BUILDING) |
| Past Performance Questionnaire |
| SECTION L - INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS AND RESPONDENTS |
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