Attachment H - Price Proposal Form Revised 2.pdf
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- 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 contract solicitation to replace Submarine Pier 3 at Naval Station Norfolk in Virginia. The solicitation includes a base price for the complete project in addition to unit prices for various construction items such as pile types, load tests, dredging, disposal, and demolition. It also contains optional bid line items for additional work including extending an existing wharf, installing composite submarine camels, and constructing compressed air and pure water plant systems. Offerors must provide fixed prices for the base work and any exercised options. The Navy will evaluate prices by adding option prices to the base price and reserves the right to award any or all options within 90 days of contract award. The performance bond amount must cover all awarded items.
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Text version
P-095 Replace Submarine Pier 3 eProject No. 1614696
Naval Station Norfolk – Norfolk, VA
Document 00 22 13.00 20 Page 1
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,and 0001T
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 5
Document 00 22 13.00 20 Page 2
CLIN ITEM UNIT UNIT
PRICE
NO.
UNITS
TOTAL PRICE FOR CLIN
(UNIT PRICE X NO. UNITS)
0001H Dynamic pile load test for 24” square prestressed concrete bearing piles
(includes re-strike)
EA 8
0001I Dynamic pile load test for HP16x88 steel piles (includes re-strike)
EA 4
0001J Dynamic pile load test for 42” diameter steel pipe combi-wall piles (includes re-strike)
EA 6
0001K Compressive load test for HP16x88 pile
(includes piles driven in support of the load test)
EA 2
0001L Tensile load test for
HP16x88 pile
(includes piles driven in support of the load test)
EA 2
0001M Compressive load test for 42” steel pipe pile (includes piles driven in support of the load test)
EA 3
0001N VDOT #1 stone fill outboard of CEP-102
CY 960
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:
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
Document 00 22 13.00 20 Page 3 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:
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
Document 00 22 13.00 20 Page 4
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
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
Document 00 22 13.00 20 Page 5
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
3,500
CLIN 0001S. 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:
NO.
UNITS
TOTAL PRICE FOR CLIN
(UNIT PRICE X NO.
UNITS)
0001S 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
Document 00 22 13.00 20 Page 6
CLIN 0001T. 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
0001T 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, and 0001T)
Document 00 22 13.00 20 Page 7
CLIN 0002 (CEP-102 WHARF BID OPTION) - 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) - Price includes the following:
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) - Price includes the following:
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) - Price includes the following:
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
Document 00 22 13.00 20 Page 8
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 --
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