Attachment H-Price Proposal Form Revised.docx
DOCX document 37 KB Posted
- Attached to
- P-095 Pier 3 Recap Naval Station Norfolk, VA
- Solicitation number
- N4008521R0219
About this file
This document is a price proposal form for a federal construction contract opportunity issued by the Naval Facilities Engineering Command to replace Pier 3 at Naval Station Norfolk in Virginia. The solicitation requests lump sum pricing for various contract line items associated with the construction project, including base construction, dredging, pile installation, load testing, utility relocation, security systems, and multiple bid options. Pricing is required for site preparation work such as demolition and disposal of debris, as well as excavation and disposal of contaminated soils. Six bid options are included for additional wharf construction, composite submarine camels, a compressed air system, and a pure water plant. Offerors must provide fixed unit prices and extended totals for each CLIN. The government will evaluate pricing by adding the total for the base requirements to the options. Award is expected within 90 days of contract signature, and additional bonds may be required if options are exercised.
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P-095 Replace Submarine Pier 3 eProject No. 1614696 Naval Station Norfolk – Norfolk, VA
DOCUMENT 00 22 13.00 20
SUPPLEMENTARY INSTRUCTIONS TO OFFERORS
02/14
PART 1 GENERAL
1.1 CONTRACT LINE ITEMS
The terms Offeror and Bidder and versions thereof (offer/bid) have the same definition as used within this contract.
Provide the Contract Line Item (CLIN) lump sum price for the following items:
CLIN 0001 - BASE PRICE. Price includes the following:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. |
UNITS
TOTAL PRICE FOR CLIN (UNIT PRICE X NO. UNITS)
| 0001A |
| MILCON P-095, complete, in accordance with the drawings and specifications, but excluding work described in CLIN 0001B, 0001C, 0001D, 0001E, 0001F, 0001G, 0001H, 0001I, 0001J, 0001K, 0001L, 0001M, 0001N, 0001O, 0001P, 0001Q, 0001R, 0001S, 0001T, and 0001U |
| Lump Sum |
| 0001B |
| All 12” square prestressed concrete bearing piles |
| LF |
6,370
| 0001C |
| All 24” square prestressed concrete bearing piles |
| LF |
66,505
| 0001D |
| All HP16x88 steel piles |
| LF |
112,500
| 0001E |
| All 42” diameter x 0.75” thick steel pipe combi-wall piles |
| LF |
8,967
| 0001F |
| All 42” diameter x 1.00” thick steel pipe combi-wall piles |
| LF |
7,472
| 0001G |
| Dynamic pile load test for 12” square prestressed concrete bearing piles (includes re-strike) |
| EA |
| 0001H |
| Dynamic pile load test for 24” square prestressed concrete bearing piles (includes re-strike) |
| EA |
| 0001I |
| Dynamic pile load test for HP16x88 steel piles (includes re-strike) |
| EA |
| 0001J |
| Dynamic pile load test for 42” diameter steel pipe combi-wall piles (includes re-strike) |
| EA |
| 0001K |
| Compressive load test for HP16x88 pile (includes piles driven in support of the load test) |
| EA |
| 0001L |
| Tensile load test for HP16x88 pile (includes piles driven in support of the load test) |
| EA |
| 0001M |
| Compressive load test for 42” steel pipe pile (includes piles driven in support of the load test) |
| EA |
| 0001N |
| VDOT #1 stone fill outboard of CEP-102 |
| CY |
CLIN 0001O. Price includes all work, complete, for dredging and for disposal of the dredged material at the designated area.
The quantity of payable material removed shall be determined based on pre- and post-dredge surveys performed by the Government. Work shall be performed in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR CLIN (UNIT PRICE X NO. UNITS) |
| 0001O |
| Dredging and Disposal of Material (including allowable overdepth) |
| CY |
101,600
CLIN 0001P. Price for demolition, extraction, removal, and disposal of timber piles and other debris encountered during dredging or piles installation, but not identified on the drawings. This item is not applicable to materials encountered within the existing Pier 3 and Pier 3T footprints, as well as the areas for CEP-176 and CEP-102 combi-wall installations. The unit price shall include demolition, extraction, removal, stockpiling, handling, transportation, and disposal at a licensed, permitted disposal facility in connection with demolishing various lengths of exposed, partially embedded, or completely buried timber pile stubs, timbers, concrete rubble, steel section or plates, or any other type of debris or rubble at the direction of the Contracting Officer. Work will only be performed because these items may adversely affect the new work.
The quantity of material removed shall be determined based on certified truck scale measurements and the quantity will be approved by the Contracting Officer. Work shall be performed in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR CLIN |
(UNIT PRICE X NO. UNITS)
| 0001P |
| Demolition, extraction, removal, and disposal of various lengths of exposed, partially embedded, or completely buried timber pile stubs, timbers, concrete rubble, steel section or plates, or any other type of debris or rubble encountered during dredging or pile installation, but not identified on the drawings |
| Tons (Truck Scale Measure) |
CLIN 0001Q. Price for disposal of unsatisfactory soil that is classified as non-hazardous with Total Petroleum Hydrocarbons (TPH) levels up to 100 mg/kg and debris (i.e. pieces of concrete, asphalt, timber, abandoned utilities, etc.) smaller than 0.5 cubic yards that is encountered within planned excavations (i.e. utilities, foundations) necessary to complete the contract work and replacement with imported off-site select material for backfill, bedding material, or AASHTO #57 stone, as directed by the Contracting Officer, complete in place. Unsatisfactory Material is defined as material that does not conform to the Satisfactory Material requirements in Section 31 23 00.00 20, Paragraph 2.1.1. Imported Select Material shall meet the requirements of Section 31 23 00.00 20, Paragraph 2.1.4. Imported Bedding Material shall meet the requirements of Section 31 23 00.00 20, Paragraph 2.3. Unsatisfactory Material disposal determinations shall be approved by the Contracting Officer. Disposal of excavated materials shall be at a licensed, permitted disposal facility. The quantity of material removed shall be determined based on approved truck scale measurement and the quantity will be approved by the Contracting Officer. Work shall be performed in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. |
UNITS
TOTAL PRICE FOR CLIN
(UNIT PRICE X NO. UNITS)
| 0001Q |
| Disposal of unsatisfactory, non-hazardous soil with Total Petroleum Hydrocarbons (TPH) levels up to 100 mg/kg and debris (i.e. pieces of concrete, asphalt, timber, abandoned utilities, etc.) smaller than 0.5 cubic yards that is encountered within planned excavations (i.e. utilities, foundations) at a non-hazardous disposal facility and replacement with imported off-site select material for backfill, bedding stone, or AASHTO #57 stone |
| Tons (Truck Scale Measure) |
3,500
CLIN 0001R. Price for disposal of unsatisfactory soil that is classified as non-hazardous, but is contaminated with Total Petroleum Hydrocarbons (TPH) greater than 100 mg/kg and less than or equal to 500 mg/kg that is encountered within planned excavations (i.e. utilities, foundations) necessary to complete the work. Unsatisfactory Material is defined as material that does not conform to the Satisfactory Material requirements in Section 31 23 00.00 20, Paragraph 2.1.1. Unsatisfactory Material disposal determinations shall be approved by the Contracting Officer. Disposal of excavated materials shall be at a licensed, permitted disposal facility.
The unit price shall only include additional costs above and beyond the costs for removal, handling, stockpiling, testing and disposal of uncontaminated soils included in CLIN 0001A. The quantity of material removed shall be determined based on certified truck scale measurements and the quantity will be approved by the Contracting Officer. Work shall be performed in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. |
UNITS
TOTAL PRICE FOR CLIN
(UNIT PRICE X NO. UNITS)
| 0001R |
| Disposal of unsatisfactory, non-hazardous, petroleum contaminated soils in lieu of uncontaminated soils with Total Petroleum Hydrocarbons greater than 100 mg/kg and less than or equal to 500 mg/kg that is encountered within planned excavations (i.e. utilities, foundations) |
| Tons (Truck Scale Measure) |
3,500
CLIN 0001S. Price for disposal of unsatisfactory soil that is classified as hazardous waste that is encountered within planned excavations (i.e. utilities, foundations) necessary to complete the work. Unsatisfactory Material is defined as material that does not conform to the Satisfactory Material requirements in Section 31 23 00.00 20, Paragraph 2.1.1. Unsatisfactory Material disposal determinations shall be approved by the Contracting Officer. Disposal of excavated materials shall be at a RCRA Subtitle C permitted facility.
The unit price shall only include additional costs above and beyond the costs for removal, handling, stockpiling, testing and disposal of uncontaminated soils included in CLIN 0001A. The quantity of material removed shall be determined based on certified truck scale measurements and the quantity will be approved by the Contracting Officer. Work shall be performed in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. |
UNITS
TOTAL PRICE FOR CLIN
(UNIT PRICE X NO. UNITS)
| 0001S |
| Disposal of hazardous, unsuitable soils encountered within planned excavations (i.e. utilities, foundations) in lieu of uncontaminated soils |
| Tons (Truck Scale Measure) |
CLIN 0001T. Price for demolition, removal, and disposal of debris larger than 0.5 cubic yards (i.e. abandoned foundations, utility structures, timber piles, etc.) encountered within planned excavations (i.e. utilities, foundations) or encountered at planned landside pile locations that is not indicated on the Demolition Plans.
The unit price shall include demolition, removal, stockpiling, handling, transportation, and disposal. The quantity of material removed shall be determined based on certified truck scale measurements and the quantity will be approved by the Contracting Officer. Work shall be performed in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR CLIN |
(UNIT PRICE X NO. UNITS)
| 0001T |
| Demolition, removal, and disposal of debris larger than 0.5 cubic yards (i.e. abandoned foundations, utility structures, timber piles, etc.) encountered within planned excavations (i.e. utilities, foundations) or encountered at planned landside pile locations that is not indicated on the Demolition Plans |
| Tons (Truck Scale Measure) |
CLIN 0001U. Price for 100% of the electronic security systems and installation with regards to physical security equipment. See sheets AE103, AE104, AE109, AE110, AE111, AE112, AT123, AT124, AT506, AT507 AT701 and AT702 and specification section 28 10 05 Electronic Security Systems.
Work shall be performed in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| TOTAL PRICE FOR CLIN |
| 0001U |
| Physical Security System and installation |
| Lump Sum |
TOTAL PRICE FOR CLIN 0001 (0001A, 0001B, 0001C, 0001D, 0001E, 0001F, 0001G, 0001H, 0001I, 0001J, 0001K, 0001L, 0001M, 0001N, 0001O, 0001P, 0001Q, 0001R, 0001S, 0001T, and 0001U)
CLIN 0002 (CEP-102 WHARF BID OPTION 01) - Price includes the following:
Price for all work, complete, in accordance with the drawings and specifications for construction of the CEP-102 Wharf from approximately Station 3+50 (50’+/- south of existing Pier 3) to the southern limits of waterfront construction at the existing CEP-102 Wharf (near Station 8+20). The work also includes construction of the fender system in this area.
| CLIN |
| DESCRIPTION |
| TOTAL PRICE FOR CLIN 0002 |
| 0002 |
| CEP-102 Wharf Construction |
CLIN 0003 (COMPOSITE CAMEL BID OPTION 02) - Price includes the following:
Price for all work, complete, in accordance with the drawings and specifications for fabrication, construction and installation of six (6) composite submarine camels at Pier 3 and CEP-176 along Berths 1, 4, and 6. Attachment points to the structures for all Base Bid and Bid Option composite camels shall be included as part of the Base Bid.
| CLIN |
| DESCRIPTION |
| TOTAL PRICE FOR CLIN 0003 |
| 0003 |
| Six (6) Composite Submarine Camels at Pier 3 and CEP-176 along Berths 1, 4, and 6 |
CLIN 0004 (COMPRESSED AIR SYSTEM BID OPTION 03) - Price includes the following:
Price for all work, complete, in accordance with the drawings and specifications for fabrication, construction and installation of medium- and high-pressure equipment in the Utility Service Building. Generator, HVAC, electric, and closed-circuit fluid cooler shall be included as part of the Base Bid.
| CLIN |
| DESCRIPTION |
| TOTAL PRICE FOR CLIN 0004 |
| 0004 |
| Compressed Air System |
CLIN 0005 (PURE WATER PLANT BID OPTION 04) - Price includes the following:
Price for all work, complete, in accordance with the drawings and specifications for fabrication, construction and installation of pure water systems in the Utility Service Building.
| CLIN |
| DESCRIPTION |
| TOTAL PRICE FOR CLIN 0005 |
| 0005 |
| Pure Water Plant |
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. Refer to the Index of Drawings for a listing of sheets which include Bid Option work.
c. 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.
d. Failure to enter a price for any CLIN will be result in a proposal being rejected as unacceptable.
e. 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.
f. The Government reserves the unilateral right to award CLINS 0002, 0003, 0004, and/or 0005 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, 0002, 0003, 0004, and 0005. The Contract Completion Date (CCD) and Liquidated Damages does not change if any or all the bid options are awarded.
g. If CLINS 0002, 0003, 0004, and/or 0005 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.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
-- End of Document -- Document 00 22 13.00 20 Page 8
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