Attachment H-Price Proposal Form REVISED.docx
DOCX document 29 KB Posted
- Attached to
- P170 Ordnance Facilities Recap, Phase 2, Naval Weapons Station Yorktown, Yorktown, Virginia
- Solicitation number
- N4008523R2529
About this file
This solicitation requests pricing for construction services for three Type D earth-covered magazines, an access road, and supporting facilities at Naval Weapons Station Yorktown in Virginia. Offerors must provide fixed unit pricing for line items including the base work, optional additional magazines and site features, unit pricing for soil sampling and debris removal, and a deductive option for magazine embankment fill. The base work and all options will be evaluated for award. The government reserves the right to award optional line items within 90 days of contract award at the proposed prices. The base work has a performance period of 795 calendar days, with options extending the period up to an additional 180 days. Additional bonding is required if options are exercised.
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PRICE SCHEDULE
Provide line item prices, where indicated by blank underlines, for the following items:
PRICE SCHEDULE
Provide line item prices, where indicated by blank underlines, for the following items:
| Line Item |
| Description |
| Quantity |
| Unit |
| Unit Price |
| Sub-Total |
| Total Price |
| 0001 |
| BASE PRICE: Total Price for the entire work for Project P170 – Three (3) Type D earth-covered magazines, access road, and associated supporting facilities in accordance with the drawings and specifications, complete, but excluding work provided in another Priced line Item. |
| 1 |
| EA |
| 0001A |
| Subtotal of Base Price for the entire work for Type D earth-covered magazines complete to the 5-foot line outside of the building and earth-cover footprint in accordance with the drawings and specifications, but excluding work provided in another line Item. |
| 1 |
| EA |
| 0001B |
| Subtotal of Base Price for the entire project sitework, outside the facility 5-foot line, for access road, concrete aprons, forklift loading ramp #2, site grading and drainage, electrical utilities, demolition of Buildings 243 and 1218, and all other sitework, complete in accordance with the drawings and specifications, but excluding work described in another line Item. |
| 1 |
| EA |
| 0001C |
| Unit Price for providing one Rigid Inclusion Load Test, complete in accordance with the drawings and specifications, but excluding work provided in another line item. |
| 5 |
| EA |
| $_____ |
| $_____ |
| 0001D |
| Unit Price for labor, laboratory cost, sampling supplies, shipment, analysis, and reporting to conduct discrete sampling to meet the Virginia (Virginia Variance #LPR-SW-04-2012) and Installation requirements for clean fill. Analysis includes TCL VOCs, TCL SVOCs, TCL pesticides/herbicides and PCBs, dioxins/furans, TAL metals, TPH-DRO and TPH-GRO at a Virginia ELAP accredited to be representative of every 2,000 cubic yards of excavated surplus soil material to be placed within the designated project Surplus Soil Fill |
Areas (SSFA). All results must be reviewed and approved by the Installation Hazardous Waste Program Manager through the Contracting Officer prior to surplus soil placement in the SSFA. This sampling must be included within the Sampling and Analysis Section of the Soil Management Plan and Environmental Protection Plan, complete in accordance with the drawings and specifications, but excluding work provided in another line item. Any work under this CLIN will not proceed without prior written approval and field verification from the Contracting Officer.
| 40 |
| EA |
| $_____ |
| $_____ |
| 0001E |
| Unit Price for demolition, excavation and disposal of buried concrete and debris greater than 1 cubic yard in size, encountered within planned excavation limits and not identified in the Contract Documents, complete in accordance with the drawings and specifications, but excluding work provided in another line item. (Note: Pieces of buried concrete and debris encountered within the planned excavation limits smaller than 1 cubic yard in size shall be considered to be incidental to the work) |
| 500 |
| Tons |
| $_____ |
| $_____ |
For 0001E : Unit price for providing demolition and excavation of buried concrete, abandoned foundations/structures, piping, creosote timbers and metal debris that is encountered within planned excavation limits and not identified in the Contract Documents for demolition, greater than 1 cubic yard in size. Buried concrete and debris meeting the specified criteria must be field verified by the Contracting Officer prior to removal and must be segregated from the surrounding soil during demolition and excavation operations. Pieces of buried concrete and any other debris encountered within the planned excavation limits smaller than 1 cubic yard in size shall be considered to be incidental to the work (i.e., at no cost to the Government). Unit price shall include all work in connection with removal and disposal of buried concrete, abandoned foundations/structures, piping, creosote timbers and metal debris encountered within planned excavations at a permitted licensed disposal facility and backfilling the excavation with compacted clean imported Select Material or other material specified. Unit price shall include handling and transportation. The volume of material removed and imported fill will be based on approved truck scale measurement and the quantity must be approved by the Contracting Officer. Any work under this CLIN will not proceed without prior written approval and field verification from the Contracting Officer.
| 0002 |
| Option Item No. 1: Price for providing all work in connection with Magazine #4, complete in accordance with the drawings and specifications, but excluding work provided in another Priced line item. |
| 1 |
| EA |
| 0003 |
| Option Item No. 2: Price for providing all work in connection with Magazine #5, complete in accordance with the drawings and specifications, but excluding work provided in another Priced line item. |
| 1 |
| EA |
| 0004 |
| Option Item No. 3: Price for providing all work, complete, in accordance with the drawings and specifications for the demolition of Buildings 244, 245, 246, 247, 1217, 1219, 1220, 1221, 1222, 1223, 1363, 1364, 1365, and 1366, but excluding work provided in another Priced line item. |
| 1 |
| EA |
| 0005 |
| Option Item No. 4: Price for providing all work, complete, in accordance with the drawings and specifications for forklift loading ramp #1, but excluding work provided in another Priced line item. |
| 1 |
| EA |
| 0006 |
| Option Item No. 5: Price for providing all work, complete, in accordance with the drawings and specifications for modular railroad crossing, but excluding work provided in another Priced line item. |
| 1 |
| EA |
| 0007 |
| Option Item No. 6: Price for providing work in connection with payment of purchase price of compensatory mitigation credits for non-tidal wetlands to selected wetland bank, complete in accordance with the regulatory permit requirements, but excluding work provided in another Priced line item. |
| Govern-ment Estimated Price: |
$50,000
HAR Percent (NTE 5%)
HAR Subtotal
Total Compensatory Wetland Mitigation Bank Credit Estimated Price (Govt price plus HAR)
| 0008 |
| Option Item No. 7: Price for providing work in connection with payment of purchase price of compensatory mitigation for stream credits to selected wetland bank, complete in accordance with the regulatory permit requirements, but excluding work provided in another Priced line item. |
| Govern-ment Estimated Price: |
$150,000
HAR Percent (NTE 5%)
HAR Subtotal
Total Compensatory Stream Mitigation Bank Credit Estimated Price (Govt price plus HAR)
| 0009 |
| Deductive Option No. 1: Price deduction per magazine for providing Magazine Embankment Fill consisting of a processed blend of reused excavated CL, CH or SC onsite soils mixed with a minimum of 25 percent imported ASTM C33 sand in lieu of using all imported material for the Magazine Embankment Fill. Soil processing must comply with Spec Section 31 23 00.00 20, Part 2.1.1.1.1 and the blended soil material must meet the requirements of Spec Section 31 23 00.00 20, Part 2.1.1 & 2.1.5. |
| 5 |
| EA |
GENERAL BID NOTES
a) Award will be made on the price proposed for CLIN 0001 and all Options. CLIN 0001 consists of Contract Line Items 0001A to 0001F, as well as the sum of the extended prices for Contract Line Items 0001C. For CLIN 0001C, 0001D, and 0001E, enter unit price and extended total in spaces provided. If there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid and the total recomputed accordingly. If an Offeror provides a total but fails to enter a unit price, the total divided by the specified quantity will be held to be the intended unit price.
b) Evaluation of Options (JUL 1990). Except when it is determined in accordance with FAR 17.206(b) Evaluation not to be in the Government's best interest, the Government will evaluate offers for award purposes by adding the price for the Options to the total price for CLIN 0001. In accordance with FAR 52.217-5 Evaluation of Options, evaluation of options will not obligate the Government to exercise the Option(s).
c) The Government may reject an offer as nonresponsive if it is materially unbalanced as to prices for the basic requirement and the option quantities. An offer is unbalanced when it is based on prices significantly less than cost for some work and prices, which are significantly overstated for other work.
d) Failure to enter a price for any CLIN will result in a proposal being rejected.
e) The Government reserves the unilateral right to award CLIN 0002 to 0007 to the Contractor at the proposed price within 90 calendar days after the contract award. A firm fixed proposed price is required for CLINs 0001 to 0007. CLIN 0001 has a contract duration of 795 calendar days. CLIN 0002 extends contract by an additional 60 days. CLIN 0003 extends the contract duration an additional 60 days.
f) If CLIN 0002, 0003, 0004, 0005, 0006, or 0007 is exercised, additional bonding and consent of surety is required. Consequently, the Performance Bond must reflect 100 percent of the aggregate amount of all items.
File details come from the government source that posted it. Updated .