Revised Attachment G - Price Proposal Form Amend 0002.pdf
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- Solicitation number
- N6247024R0062
About this file
This Price Schedule Amendment 0002 is for the Dry Dock 3 Modernization project at Norfolk Naval Shipyard in Portsmouth, Virginia. The document provides a detailed pricing matrix with multiple line items covering various construction and modernization activities, including base price items and optional items. Key base price line items include construction of a dry dock entrance cofferdam, demolition of existing dry dock structure, wet well excavation support system construction, initial dewatering, and pile installation and testing.
The pricing structure includes unit prices for specific tasks such as steel pile installation, pile load testing, concrete crack injection, demolition and disposal of buried debris, and site dewatering. Optional items cover furniture, fixtures, and equipment (FF&E), collateral equipment, in-haul rail system, sluice gate installation, floor and piping risers, and additional PFAS water treatment system. The document includes important bidding notes, such as requirements for entering unit prices and potential grounds for proposal rejection, with a government estimated price for FF&E at $18,285.22 and collateral equipment at $33,509.64.
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Text version
REVISED MARCH 28, 2025
DRY DOCK 3 MODERNIZATION
NORFOLK NAVAL SHIPYARD
PORTSMOUTH, VIRGINIA
PRICE SCHEDULE AMD0002
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 eProjects Work Order #
1806701 – Dry Dock 3 Modernization in accordance with the drawings and specifications, complete, but excluding work provided in other Option Items.
1 Lump
Sum
(LS)
0001A Subtotal of Base Price for the entire work for eProjects Work Order #
1806701 – Dry Dock 3 Modernization in accordance with the drawings and specifications, complete, but excluding work provided in Line Items 0001B and 0001S.
1 LS - $ _________
0001B Price for providing all work in connection with the Construction of the
Dry Dock Entrance Cofferdam, complete, in accordance with the drawings and specifications, but excluding work provided in another line item.
1 LS - $ _________
0001C Price for providing all work in connection with the Demolition of the
Dry Dock Structure, complete, in accordance with the drawings and specifications, but excluding work provided in another line item.
1 LS - $ _________
0001D Price for providing all work in connection with the Construction of the
Wet Well Excavation Support System, complete, in accordance with the drawings and specifications, but excluding work provided in another line item.
1 LS - $ _________
0001E Price for providing all work in connection with the Construction of the
Wet Well Piping, Mechanical and
Electrical Systems, complete, in accordance with the drawings and specifications, but excluding work provided in another line item.
1 LS - $ _________
Line
Item
Description Quantity Unit Unit Price Sub-Total Total Price
0001F Price for providing all work for initial dewatering of the Dry Dock 3 basin, following cofferdam construction, using Contractor provided pumps, in accordance with the drawings and specifications.
LS
0001G Price for providing all work for construction dewatering treatment system (excluding PFAS treatment), using Contractor, in accordance with the drawings and specifications.
0001H Unit Price for providing HP16x88
Steel Piles, complete, in accordance with the drawings and specifications, but excluding work provided in another line item.
15,000
Vertical
Linear
Feet
(VLF)
0001I Unit Price for providing
PP12.75x0.375 Steel Piles, complete, in accordance with the drawings and specifications, but excluding work
37,000
VLF
0001J Unit Price for Dynamic Pile Load Test, including re-strike (performed the same day), complete, in accordance with the drawings and specifications.
Each
(EA)
0001K Unit Price for Static Axial
Compressive Load Test for HP16 Pile, complete, in accordance with the drawings and specifications.
EA
0001L Unit Price for Static Axial Tensile
Load Test for HP16 Pile, complete, in
EA
0001M Unit Price for Monthly Operation of
Site Dewatering Well System and
Water Discharge Treatment, complete, in accordance with the drawings and
Months
(MO)
Item
Description Quantity Unit Unit Price Sub-Total Total Price
0001N Unit Price for preparation and injection of seeping concrete cracks, encountered within the existing dry dock walls or floor following demolition of the overlying granite surfacing, complete in accordance with the drawings and specifications, but excluding work provided in another
2,000
Lineal
Feet
(LF)
00001O Unit Price for preparation and injection of dry concrete cracks, encountered within the existing dry dock walls or floor following demolition of the overlying granite surfacing, complete in accordance with the drawings and
4,000
LF
00001P Unit Price for demolition, 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 within the dry dock entrance cofferdam footprint that is not indicated on the drawings.
Tons
0001Q Unit Price for undercut and disposal of geotechnically unsuitable subgrade soils and replacement with imported select material, complete in accordance with the drawings and specifications, but excluding work provided in another
CY
All work in connection with the removal, disposal, and replacement of geotechnically unsuitable subgrade soil (i.e. soft subgrade soils) with imported select material or imported aggregate as specified will be paid under CLIN 0001Q. 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, offsite disposal of unsuitable soils, and backfilling the excavation with compacted imported select material 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. CLIN 0001Q 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 0001Q cannot proceed without prior written approval of the Contracting
Officer and direction of the Government Geotechnical Engineer.
Item
Description Quantity Unit Unit Price Sub-Total Total Price
0001R Unit Price for demolition, excavation and disposal of buried concrete and debris greater than 1 cubic yard and less than 5 cubic yards 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 incidental to the work.)
Tons
Demolition and removal of unknown buried concrete, pipes and debris within planned excavation limits and not identified on the in the Contract Documents for demolition, greater than 1 cubic yard but less than 5 cubic yards in size will be paid under
CLIN 0001R. 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 (i.e., at no cost to the Government). CLIN 0001R unit price shall include all work in connection with buried concrete and debris removal and disposal and replacement with clean imported select material or imported aggregate.
CLIN 0001R 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 select material or imported aggregate. 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.
0001S Unit Price for 100% Work Shutdown
Resulting from Marine Mammal
Protection Act (MMPA) Visual and
Hydroacoustic Monitoring Plan compliance, complete. Delays shall be based upon the accumulation of individual “down-time” totaled for each delay, rounded up to the nearest one hour. Unit price includes all costs associated with in-water work stoppage.
HOURS
0002 Option Item No. 1: Price for providing work in connection with labor, material, equipment, transportation, and supervision, required for the
Furniture, Fixtures, and Equipment
(FF&E), complete in accordance with the drawings and specifications, but excluding work provided in another
Priced line item.
Gov’t
Estimated
Price:
$18,285.22
HAR
Percent
(NTE
5%)
Subtotal
Total
FF&E
Price
Item
Description Quantity Unit Unit Price Sub-Total Total Price
0003 Option Item No. 2: Price for providing
Collateral Equipment (CEQ), complete in accordance with the drawings and provided in another Priced line item.
Gov’t
Price:
$33,509.64
Percent
(NTE
5%)
Subtotal
Total
CEQ
Price
0004 Option Item No. 3: Price for providing all work in connection with In-Haul
Rail System, complete, in accordance with the drawings and specifications.
0005 Option Item No. 4: Price for providing all work in connection with Sluice
Gate at West Wet Well Culvert, complete, in accordance with the drawings and specifications.
0006 Option Item No. 5: Price for providing all work in connection with OWWO
Floor and Coping Level Risers and
Header Piping, complete, in
0007 Option Item No. 6: Price for providing additional construction dewatering treatment system for treatment of
PFAS contaminated water, in
1.1 GENERAL BID NOTES
a. For CLINs 0001H through 0001S 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 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. 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.
c. Failure to enter a price for any CLIN will result in a proposal being rejected.
File details come from the government source that posted it. Updated .