ATTACHMENT H - P-3002 HCP PRICE SCHEDULE-BLANK 041323.pdf

ATTACHMENT H - P-3002 HCP PRICE SCHEDULE-BLANK 041323

N40080-23-R-0020

P-3002 Construction Hazardous Cargo Pad and EOD Proficiency Range

Part 1 General

1.1 Contract Line Items

The terms Offeror and Bidder and versions thereof (offer/bid) have the same definition as used with the contract.

Provide the Contract Line Item Number (CLIN) lump sum price for the following Items:

CLIN 0001 BASE BID PRICE INCLUDING 0001A, 0001B, 0001C, 0001D

Line Item Description Quantity Unit Unit Price Sub-Total Total Price 0001 BASE PRICE: Total

Price for the entire work for P-3002 Hazardous Cargo Pad and EOD Proficiency Range in accordance with the drawings and specifications, complete.

0001A Subtotal of Base Price for the entire work for the construction of the Hazardous Cargo Pad, Taxiway, EOD Range, Airfield Lighting System, use of Nevada Ave Batch Plant Site (to build and operate Batch Plant) in accordance with the drawings and specifications, but excluding work provided in 0001B, 0001C, and 0001D.

1 EA $_____

0001B Subtotal of Base Price the Haul and Disposal of Soil On-Site in accordance with the drawings and specifications, but excluding work provided in 0001A, 0001C, and 0001D.

46,000 CY $______ $_____

0001C Subtotal of Base Price the Haul and Disposal of Unsuitable Soil Off-Site in accordance with the drawings and specifications, but

167,000 CY $_______ $_____

CLIN 0002 BID OPTION 1: EXCESS SUITABLE OR UNSUITABLE MATERIALS OFF-SITE

Line Item Description Quantity Unit Unit Price Sub-total Total Price 0002 Option Item No. 1:

Hauling and disposal of excess suitable or unsuitable soil material off-site.

1 CY $_________ $___________ $_________

CLIN 0003: BID OPTION 2: EXCESS SUITABLE MATERIALS ON-SITE

Line Item Description Quantity Unit Unit Price Sub-total Total Price

0003 Option Item No. 2:

Hauling and disposal of excess suitable soil material on-site.

1 CY $_________ $___________ $_________

1.2 GENERAL BID NOTES

a. 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 price for the Option(s) to the total price for CLIN 0001. In accordance with FAR 52.217-5, evaluation of options will not obligate the Government to exercise the Option(s).

b. For bid items where unit prices are indicated as required, bidders shall enter unit prices and extended totals 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 a bidder 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. If the sum total proposed for CLINS 0001-0003 differs from the individual CLIN prices, the total will be recomputed using the individual CLIN excluding work providing work provided in 0001A, 0001B, and 0001D.

0001D Subtotal of Base Price for the entire work for coordination with Terrapin/ASUS for the construction of the water line in accordance with the drawings and specifications, but excluding work provided in 0001A, 0001B, and 0001C.

1 EA $_____

proposed amounts. Unit priced items are subject to FAR 52.211-18, Variation in estimated Quantity.

c. Failure to enter a price for any CLIN will be result in a proposal being rejected as unacceptable.

d. The Government may reject an offer as nonresponsive if it is materially unbalanced as to prices for the basic and option requirements. 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.

e. The Government reserves the unilateral right to award CLINS 0002, and 0003 to the Contractor at the proposed price within 120 calendar days after the contract award. A firm fixed proposed price is required for CLINS 0001, 0002, 0003. The Contract Completion Date (CCD) does not change if any or all the bid options are awarded.

f. If CLINS 0002 and 0003 are exercised, additional bonding and consent of surety is required.

Consequently, the Performance Bond must reflect 100 percent of the aggregate amount of all Items.

g. CLIN 0001B and 0001C Special Note: Values indicated on GC-001 Note 26 are for total cut and fill required for construction grading and drainage plans, sheets CG-120 through CG-123; the figures in Note 26 do not take into account material required for pre-consolidation or temporary erosion and sediment control practices. The value indicated by CLIN 0001B of 46,000 CY is the amount of soil to be hauled to an active borrow pit located on Joint Base Andrews. The value indicated by CLIN 0001C of 167,000 CY is the anticipated amount of spoils required to be hauled off-site.

h. CLIN 0002 and CLIN 003 Special Note: CLINs are to establish a Unit price for all work in connection with the removal, disposal, and replacement of geotechnically excessive suitable or excessive unsuitable subgrade soil (i.e. existing subgrade materials that exhibit insufficient strength or excessive movement after proper execution of work). Unit pricing shall include all material, equipment, labor, and profit. 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 excessive suitable or 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 this CLIN 0002 and CLIN 0003 will not proceed without prior written approval of the Contracting Officer and direction of the Government Geotechnical Engineer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

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