Attachment H - Price Proposal Form.pdf

PRICE PROPOSAL FORM

P169, NMC Ordnance Facilities Recapitalization, Naval Weapons Station, Yorktown

Work Order #1588748

Contractor price shall include the necessary labor, materials, equipment, management, supervision, and administration to accomplish the following:

ITEM 0001 (0001AA-0001AF) Base Price.

ITEM 0001AA – Price includes the following:

Price for providing all work (Magazines 1-4), complete, in accordance with the drawings and specifications, excluding Items 0001AB, 0001AC, 0001AD, 0001AE, 0001AF, 0002, 0003, 0004, 0005, 0006, 0007, and 0008.

TOTAL PRICE FOR ITEM 0001AA $

CLIN 0001AB – Price for undercut and disposal of geotechnically unsuitable subgrade soils and replacement with imported structural fill material within the pavement limits, magazine earth cover, and with VDOT #57 crushed stone within the forklift ramp foundations, complete, in accordance with the drawings and specifications and in accordance with the following schedule:

Item Unit Unit Unit Price No. Units Extension

Undercut of Geotechnically Cubic Yards $____ 3000 $________ unsuitable subgrade soils and replacement with imported structural fill material/ /VDOT #57 crushed stone

CLIN 0001AC – 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 and in accordance with the following schedule (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):

The quantities in CLINs 0001AC are for estimated work above beyond those indicated in the contract drawings. These items will only be performed at the direction of the Contracting Officer. The contractor will only receive payment for quantities actually performed and a deductive modification will be executed for quantities not performed.

Item Unit Unit Unit Price Est. No. Units Extension

Demolition, excavation and Tons $____ 500 $________ disposal of buried concrete and debris greater than 1 cubic yard in size

CLIN 0001AD – Price for excavation, handling, storage, sampling, analysis, and disposal of petroleum contaminated soil (TPH <500 ppm) at a permitted licensed facility, complete, in accordance with the drawings and specifications and in accordance with the following schedule:

Item Unit Unit Unit Price No. Units Extension

Excavation, handling, Tons $____ 100 $________ storage, sampling, analysis and disposal of petroleum contaminated soil at a permitted licensed facility

CLIN 0001AE – Price for excavation and disposal of uncontrolled fill materials consisting of fat clay, buried concrete debris, and rebar encountered within the previously demolished railroad car barricades as shown on the Contract Documents and replacement with imported backfill and fill material, complete, in accordance with the drawings and specifications and in accordance with the following schedule:

Item Unit Unit Unit Price No. Units Extension

Excavation and disposal Tons $____ 16,500 $________ of uncontrolled fill materials consisting of fat clay, buried concrete debris, and rebar, and replacement with imported backfill and fill material

CLIN 0001AF – Price for demolition, excavation, and disposal of buried concrete structures encountered within the previously demolished railroad car barricades as shown on the Contract Documents and replacement with imported fill and backfill material, complete, in accordance with the drawings and specifications and in accordance with the following schedule:

Item Unit Unit Unit Price No. Units Extension

Demolition, excavation Tons $____ 2,100 $________ and disposal of buried concrete structures, and replacement with imported backfill and fill material

TOTAL PRICE FOR ITEM 0001 (0001AA-0001AF) $

ITEM 0002 – Option 1 - Price for providing all work, complete, in accordance with the drawings and specifications for Magazine #5 and associated concrete apron and electrical connections.

TOTAL PRICE FOR ITEM 0002 $

ITEM 0003 – Option 2 - Price for providing all work, complete, in accordance with the drawings and specifications for Magazine #6 and associated concrete apron and electrical connections.

TOTAL PRICE FOR ITEM 0003 $

ITEM 0004 – Option 3 - Price for providing all work, complete, in accordance with the drawings and specifications for Magazine #7 and associated concrete apron and electrical connections and forklift loading ramp.

TOTAL PRICE FOR ITEM 0004 $

ITEM 0005 – Option 4 - Price for providing all work, complete, in accordance with the drawings and specifications for Magazine #8 and associated concrete apron and electrical connections..

TOTAL PRICE FOR ITEM 0005 $

ITEM 0006 – Option 5 - Price for providing all work, complete, in accordance with the drawings and specifications for Magazine #9 and associated concrete apron and electrical connections..

TOTAL PRICE FOR ITEM 0006 $

ITEM 0007 – Option 6 - Price for providing all work, complete, in accordance with the drawings and specifications for Magazine #10 and associated concrete apron and electrical connections..

TOTAL PRICE FOR ITEM 0007 $

ITEM 0008 – Option 7 – Price for providing all work, complete, in accordance with the drawings and specifications for the demolition of Buildings 21, 112, 113, 114, 115, 116, 117, 121, 122, 123, 124, 125, 126, 127, 242, 253, and 1824.

TOTAL PRICE FOR ITEM 0008 $

TOTAL PRICE FOR ITEMS 0001- 0008 $

NOTES

General

1. Award will be made on the total sum of Item 0001. Offerors shall enter prices/unit prices/extended prices 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 price 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.

2. FAR 52.217-5, Evaluation of Options (Jul 1990) – Except when it is determined in accordance with FAR 17.206 (b) not to be in the Government's best interest, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

3. The Government reserves the right to award options to the Contractor at the proposed price within 365 calendar days after the contract award. A firm fixed proposed price is required for options. No provision is made for economic price adjustment. If one magazine is awarded by exercising an option, the contract completion date will increase by 60 calendar days, from 820 to 880 calendar days. If 2-3 magazines are award concurrently by exercising options, the contract completion date will increase by 120 calendar days, from 820 to 940 calendar days. If 4-6 magazines are awarded concurrently by exercising options, the contract completion date will increase by 180 calendar days, from 820 to 1,000 calendar days. If all Options are exercised at the time of award, the contract completion date will be 1095 calendar days after award of the contract.

4. 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.

5. In accordance with FAR 52.228-15, if an option is exercised after award and the contract price increases, an additional amount equal to 100 percent of the increase is required for the Performance and Payment Bonds.

6. Unit Prices: The unit prices provided will be the basis for the adjustment in accordance with FAR 52.211-18, Variation in Estimated Quantity.

7. For CLIN 0001AB: Geotechnically Unsuitable Subgrade Soil Removal, Disposal, and Replacement: Unit price for all work in connection with the removal, disposal, and replacement of geotechnically unsuitable subgrade soil (i.e. soft subgrade soils) with imported structural backfill or imported aggregate as specified. Unsuitable subgrade soil determinations shall be made by the Government Geotechnical Engineer and approved by the Contracting Officer. The price shall include removal of geotechnically unsuitable soils encountered at the planned footing subgrades or identified during proofrolling of planned subgrades, disposal at the specified disposal facility, and backfilling the excavation with compacted imported structural backfill or imported aggregate. Soils disturbed by the contractor’s construction activities, or that are excessively wet and soft due to lack of proper site maintenance and protection measures, and lack of specified drainage or excavation dewatering will not be considered unsuitable. Unit price shall include all handling and transportation. The volume of material removed and imported backfill required shall be neat quantities determined based on field measurements (length x width x depth) of the completed excavation to remove the unsuitable soil as approved by the Contracting Officer. Any work under these CLIN’s will not proceed without prior written approval of the Contracting Officer and direction of the Government Geotechnical Engineer.

8. For CLIN 0001AC: Unit price for providing demolition and excavation of buried concrete and 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 debris encountered within the planned excavation limits smaller than 1 cubic yard in size shall be considered to be incidental to the work. Unit price shall include all work in connection with buried concrete and debris removal and disposal and replacement with clean imported structural backfill or other material specified. Unit price shall include removal and disposal of buried concrete and debris encountered within planned excavations at a permitted licensed disposal facility and backfilling the excavation with compacted clean imported structural backfill or other material specified. Unit price shall include handling and transportation. The volume of buried concrete and debris removed 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.

9. For CLIN 0001AD: Unit price for providing all work in connection with excavation, handling, storage, sampling, analysis and disposal of petroleum contaminated soil (TPH <200 ppm) at a permitted licensed facility. Sampling shall consist of one composite soil sample (obtained by combining and homogenizing a minimum of three smaller samples from representative sampling points) for each 200 loose cubic yards of material. Soil samples must be analyzed for Total Petroleum Hydrocarbons (TPH) diesel range and gasoline range organics (DRO & GRO), and Benzene, Toluene, Methylbenzene, and Xylenes (BTEX), plus other analytes required by the treatment/disposal facility. Unit price shall include all work in connection with petroleum contaminated soil removal and disposal and replacement with clean imported structural backfill. Unit price shall include removal, treatment, and disposal of petroleum contaminated soils encountered within planned excavations at a permitted licensed treatment/disposal facility and backfilling the excavation with compacted clean imported structural backfill. Unit price shall include handling and transportation.

The volume of petroleum contaminated soil removed 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.

10. For CLIN 0001AE: Price for excavation and disposal of uncontrolled fill materials beneath the finished subgrade of load transfer platforms, apron pavements, or roadway pavements, consisting of fat clay, buried concrete debris, and rebar encountered within the previously demolished railroad car barricades as shown on the Contract Documents and replacement with imported structural fill material, complete, in accordance with the drawings and specifications.

Buried uncontrolled fill materials consisting of fat clay, buried concrete debris, and rebar meeting the specified criteria will be field verified by the Contracting Officer prior to removal. The debris must be segregated from the surrounding soil during excavation operations. Unit price shall include all work in connection with buried uncontrolled fill materials consisting of fat clay, buried concrete debris, and rebar removal and disposal and replacement with clean imported backfill and fill material or other material specified. Unit price shall include removal and disposal of uncontrolled fill materials consisting of fat clay, buried concrete debris, and rebar encountered within planned excavations at a permitted licensed disposal facility and backfilling the excavation with compacted clean imported backfill and fill material or other material specified. Unit price shall include handling and transportation. The volume of uncontrolled fill materials consisting of fat clay, buried concrete debris, and rebar removed 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.

11. For CLIN 0001AF: Price for demolition, excavation, and disposal of buried concrete structures, , greater than 1 cubic yard in size, beneath the finished subgrade of load transfer platforms, apron pavements, or roadway pavements, encountered within the previously demolished railroad car barricades as shown on the Contract Documents and replacement with imported backfill and fill material, complete, in accordance with the drawings and specifications.

Buried concrete structures meeting the specified criteria will be field verified by the Contracting Officer prior to demolition. The buried concrete structures must be segregated from the surrounding soil during excavation operations.

Unit price shall include all work in connection with buried concrete structures demolition and disposal and replacement with clean imported backfill and fill material or other material specified. Unit price shall include demolition and disposal of buried concrete structures encountered within planned excavations at a permitted licensed disposal facility and backfilling the excavation with compacted clean imported backfill and fill material or other material specified.

Unit price shall include handling and transportation. The volume of buried concrete structures removed 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.

Firm Submitting Offer: _____________________________________________________________

Phone: _______________________________________________________________________

Email:________________________________________________________________________

Signature: ________________________________________________________________________

ACKNOWLEDGEMENT OF AMENDMENT(S):

ITEM 0001AA – Price includes the following: