Rev 3 - Attachment H- Price Proposal Form.pdf
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- Attached to
- DESIGN-BID-BUILD, P1044, PIER 31 EXTENSION NAVAL SUBMARINE BASE NEW LONDON, GROTON, CONNECTICUT
- Solicitation number
- N4008524R2503
About this file
This document is the Price Proposal Form for a solicitation to design and construct the Submarine Pier 31 Extension project at Naval Submarine Base New London in Groton, Connecticut.
The solicitation includes a base contract for the pier extension construction work as well as several bid options for additional work, including demolition and reconstruction of Pier 10, Pier 17 Stub, the crane weight test area quaywall, and installation of a low-pressure compressed air system. The government will evaluate offers based on the total price for the base work and all options. The government reserves the right to unilaterally award the bid options within 365 days of contract award. The contract completion date does not change if any or all options are awarded. The solicitation includes detailed line items with unit prices for various components of the work, as well as requirements for handling contaminated soil, dewatering, and permitting. Failure to provide pricing for any line item will result in the proposal being rejected as unacceptable.
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MCON P-1044 – Submarine Pier 31 Extension eProject No. 1683671 Naval Submarine Base New London – Groton, CT Rev 3 Attachment H- Price Proposal Form
DOCUMENT 00 22 13.00 20
SUPPLEMENTARY INSTRUCTIONS TO OFFERORS
08/16/2024 REV 3
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 Line Item prices, where indicated by blank underlines, for the following items:
Line Item 0001 ‐ BASE PRICE. Price includes the following:
Line Item 0001A. Price for the entire work for Submarine Pier 31 Extension at NAVSUBASE New London, CT, in accordance with the drawings and specifications, but excluding work described in Line Item 0001B, 0001C, 0001D, 0001E, 0001F, 0001G, 0001H, 0001I, 0001J, 0001K, 0001L, 0001M, 0001N, 0002, 0003, 0004, 0005, and 0006.
Line Item
Description Unit Unit Price No. Units Total Price for Line Item (Unit Price X No. Units)
0001A
MILCON P-1044,
complete, in accordance with the drawings and specifications, but excluding work described in Line Item 0001B, 0001C, 0001D, 0001E, 0001F, 0001G, 0001H, 0001I, 0001J, 0001K, 0001L, 0001M, 0001N, 0002, 0003, 0004, 0005, 0006
Lump Sum
0001B
All 36” diameter steel pipe piles
LF $________
0001C
All polymeric fender piles including steel H-pile extension
LF
0001D
EA
Line Item
Description Unit Unit Price No. Units Total Price for Line Item (Unit Price X No. Units)
Dynamic pile load PDA test for 36" diameter steel pipe piles (includes re-strike)
0001E
Dynamic pile load test for polymeric fender piles with steel H-pile extension
Line Item 0001F. Price includes all work, complete, for dredging and for disposal and capping of the dredged material at the designated CAD cell area for Pier 31, and the turning basin.
The quantity of material removed shall be determined based on pre- and post-dredge surveys and the quantity will be approved by the Contracting Officer. Prior to performing the work the contractor shall perform the pre-dredge survey and calculate the volume to be dredged and notify the Contracting Officer of any discrepancies. Work shall be performed in accordance with drawings and specifications and in accordance with the following schedule:
0001F
Pier 31 Dredging and Disposal/Capping of Material. (Includes allowable over dredge)
Cubic Yards
43,652
Items 0001 G through 0001N will be performed only at the direction of the Contracting Officer. The contractor shall receive payment for only quantities actually performed. A deductive modification will be executed for quantities not performed.
Line Item 0001G. Price includes all work, complete, for mitigating obstructions encountered during Contractor installation of driven steel pipe piles/casing pipe utilizing any and/or all of the options indicated in the drawings (including, but not limited to those shown on Drawing S-003). Work shall be performed in accordance with drawings and specifications and in accordance with the following schedule:
0001G
Steel Pipe Pile/Casing Pipe Installation Obstruction Mitigation
Line Item 0001H. Price for provision of imported, off-site, Backfill and Fill Material as directed by the Contracting Officer for replacement of material disposed of under Line Item 0001M, 0001N, 0001O and 0001P, 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 Backfill and Fill material shall meet the requirements of Section 31 23 00.00 20, Paragraph
2.1.5 and Paragraph 1.6, Requirements for Off Site Soil.
The quantity of material to be provided 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:
Description Unit Unit Price
No. Units Total Price for Line Item
0001H
Provision of imported, off site, Backfill and Fill Material.
Tons (Truck Scale
Measure)
Line Item 0001I. Price for disposal of unsatisfactory soil that is classified as non-hazardous, but is contaminated with Total Petroleum Hydrocarbons (TPH) up 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. Material may contain constituents at concentrations up to the RDEC and GA PMC as defined in the Connecticut Remediation Standard Regulations (CT RSRs).
Unsatisfactory Material disposal determinations shall be approved by the Contracting Officer.
Excavated materials may be re-used on site or disposed of at a licensed, permitted facility.
The unit price shall include all work, complete, for handling, stockpiling, amendment and solidification, sampling, testing and reporting, transportation, disposal, all fees, clean-up, labor, management, supervision and incidentals. 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:
0001I
Disposal of unsatisfactory, non-hazardous, petroleum contaminated soils with Total Petroleum Hydrocarbons up to 500 mg/kg and meets CT RDEC and GAPMC as defined in the CT RSRs that is encountered within planned excavations (i.e.
utilities, foundations).
Tons (Truck
Line Item 0001J. Price for disposal of unsatisfactory soil that is classified as non-hazardous waste that is encountered within planned excavations (i.e. utilities, foundations), containing concentrations of total petroleum hydrocarbons greater than 500 ppm, contains no PCBs, and non-hazardous concentrations of heavy metals that is 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. Material may be sent for disposal or treatment for reuse at a licensed, permitted facility. The unit price shall include all work, complete, for handling, stockpiling, amendment and solidification, sampling, testing and reporting, transportation, disposal, all fees, clean-up, decontamination, labor, management, supervision and incidentals. 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:
0001J
Disposal of non-hazardous, unsatisfactory soils exceeding CT RSRs, with no PCBs or heavy metals encountered within planned excavations (i.e. utilities, foundations).
Tons (Truck
Line Item 0001K. Price for disposal of unsatisfactory soil that is classified as non-hazardous waste that is encountered within planned excavations (i.e. utilities, foundations), containing concentrations of total petroleum hydrocarbons greater than 500ppm, may contain PCBs and heavy metals at concentrations less than TSCA and RCRA concentrations of heavy metals and PCBs, that is 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. Material must be sent for disposal at a licensed and permitted landfill.
The unit price shall include all work, complete, for handling, stockpiling, amendment and solidification, sampling, testing, and reporting, transportation, disposal, all fees, clean-up, decontamination, labor, management, supervision, and incidentals. 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:
0001K
Disposal of non-hazardous, unsatisfactory soils exceeding CT RSRs, containing PCBs and / or heavy metals (non-TSCA, non-RCRA) encountered
Tons (Truck
Line Item
Description Unit Unit Price No. Units Total Price for Line Item (Unit Price X No. Units) within planned excavations (i.e. utilities, foundations).
Line Item 0001L. Price for CT DEEP Permitting, Soil and Groundwater Characterization and Dewatering Design for dewatering, and handling and treatment of groundwater and stormwater removed from excavations and discharged in compliance with the Contractor obtained General Permit for Discharge of Groundwater Remediation Wastewater Registration approval by CT DEEP. Price shall be inclusive of all; permitting, soil and groundwater characterization, dewatering design of pumping and pipe systems, flow monitoring, treatment systems, borings and test pits for soil and groundwater characterization sampling, collection of soil and water characterization samples, analysis, reporting, all labor, design, supervision, fees and incidentals.
The quantity for CT DEEP Permitting, Soil and Groundwater Characterization and Dewatering Design for dewatering, and handling and treatment of groundwater and stormwater removed from excavations and discharged in compliance with the Contractor obtained General Permit for Discharge of Groundwater Remediation Wastewater Registration approval by CT DEEP will be measured as one Lump Sum. Work shall be performed in accordance with drawings and specifications and in accordance with the following schedule:
Description Unit Unit Price No.
Units
Total Price for Line Item
0001L
CT DEEP Permitting, Soil and Groundwater Characterization, and Dewatering Design for dewatering, and handling, treatment of groundwater and stormwater removed from excavations and discharged in compliance with the Contractor obtained General Permit for Discharge of Groundwater Remediation Wastewater Registration approval by
CT DEEP.
Line Item 0001M. Price for Dewatering, Handling and Treatment of Groundwater and Stormwater removed from excavations and discharged in compliance with the Contractor obtained General Permit for Discharge of Groundwater Remediation Wastewater Registration approval by CT DEEP. Price shall be inclusive of all; mobilization, provision and operation of all equipment, pumping systems, piping, hoses, flow monitoring, treatment systems, maintenance, temporary storage facilities, surface water control, equalization, reporting, all labor, supervision and demobilization and cleanup, decontamination, disposal of expendable materials, consumables and incidentals.
The quantity for Dewatering, Handling and Treatment of Groundwater and Stormwater removed from excavations and discharged in compliance with the Contractor obtained General Permit for Discharge of Groundwater Remediation Wastewater Registration approval by CT DEEP will be measured as one Lump Sum. Work shall be performed in accordance with drawings and specifications and in accordance with the following schedule:
0001M
Dewatering, Handling and Treatment of Groundwater and Stormwater removed from excavations and discharged in compliance with the Contractor obtained General Permit for Discharge of Groundwater Remediation Wastewater Registration approval by CT
DEEP.
Line Item 0001N. Price for Demobilization and remobilization of waterborne vessels from the North side of Pier 31 required to provide access to the south side of Pier 32 for certain Pier 32 activities.
0001N
Demobilization and remobilization of waterborne vessels from the North side of Pier 31 for Pier 32 activities
TOTAL PRICE FOR LINE ITEM 0001 (0001A, 0001B, 0001C, 0001D, 0001E, 0001F, 0001G,
0001H, 0001I, 0001J, 0001K, 0001L, 0001M, and 0001N)
Line Item 0002 (BID OPTION 1) - Price includes the following:
Line Item 0002A. Price for all work, complete, in accordance with the drawings and specifications for demolition and disposal of Pier 10, including utilities, and construction of the adjacent quaywall fender system.
Line Item Description Total Price for Line Item 0002A Bid
Option 1 0002A Bid Option 1: Pier 10 Demolition and new Fender
System Construction
Line Item 0002B. Price for removal and disposal of residual diesel oil from the diesel oil piping system to be demolished as part of option 1. Line Item 0002B will only be exercised if Line Item 0002A is awarded.
Line Item
Description Unit Unit Price No. Units Total Price for Line Item 0002B Bid Option 1
(Unit Price X No. Units) 0002B Bid Option 1: Pier 10 collection and removal of residual diesel oil.
gallons 5
TOTAL PRICE FOR LINE ITEM 0002 BID OPTION 1 (0002A and 0002B)
Line Item 0003 (BID OPTION 2) - Price includes the following:
Price for all work, complete, in accordance with the drawings and specifications for demolition and disposal of Pier 17 Stub, including utilities, and construction of the adjacent quaywall fender system.
Line Item Description Total Price for Line Item 0003 Bid
Option 2 0003 Bid Option 2: Pier 17 Stub Demolition and new
Fender System Construction
Line Item 0004 (BID OPTION 3) - Price includes the following:
Price includes all work, complete, for dredging at Pier 10 following demolition of the structure and for disposal and capping of the dredged material at the designated CAD cell area. This Bid Option will not be awarded unless Bid Option 1 is awarded.
The quantity of material removed shall be determined based on pre- and post-dredge surveys 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:
Description Unit Unit Price No. Units Total Price for Line Item 0004 Bid Option 3
(Unit Price X No. Units) 0004 Bid Option 3: Pier 10
Dredging and Disposal/Capping of Material (including allowable overdepth)
Cubic Yards
4,500
Line Item 0005 (BID OPTION 4) - Price includes the following:
Price for all work, complete, in accordance with the drawings and specifications for demolition, disposal, and reconstruction of the existing pile supported quaywall structure north of Pier 33 to accommodate the relocation of crane test weights. The work also includes construction of the quaywall fender system in this area.
Line Item Description Total Price for Line Item 0005 Bid
Option 4 0005 Bid Option 4: Crane Weight Test Area Quaywall
Demolition/Construction and Fender System Construction
Line Item 0006 (BID OPTION 5) - Price includes the following:
Price for all work, complete, in accordance with the drawings and specifications for fabrication, construction, and installation of the low-pressure compressed air system at Pier 31.
Line Item Description Total Price for Line Item 0006 Bid
Option 5 0006 Bid Option 5: Pier 31 Low-Pressure Compressed
Air System
TOTAL PRICE FOR LINE ITEMS 0002, 0003, 0004, 0005, AND 0006
TOTAL PRICE FOR LINE ITEM 0001 THROUGH LINE ITEM 0006
1.2 GENERAL BID NOTES
a. Award will be made on the price proposed for Base Work and all Options. 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 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 reserves the unilateral right to award Line Item 0002, 0003, 0004, 0005, and 0006 to the Contractor at the proposed price within 365 calendar days after the contract award, and in accordance with all bid notes. A firm fixed proposed price is required for Line Item 0001, 0002, 0003, 0004, 0005, and 0006. No provision is made for economic price adjustment. The Contract Completion Date (CCD) does not change if any or all the bid options are awarded.
c. 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 Line Item 0001. In accordance with FAR 52.217- 5, evaluation of options will not obligate the Government to exercise the Option(s).
d. In accordance with FAR 52.217-7; Option for Increased Quantity-Separately Priced Line Item (Mar 1989), the Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the option by written notice to the Contractor. Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.
e. In accordance with FAR 52.211-18; If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgement of the Contracting Officer, is justified.
f. Refer to the Index of Drawings for a listing of sheets which include Bid Option work.
g. Bid Option 3 will not be awarded unless Bid Option 1 is awarded.
h. 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.
i. Failure to enter a price for any Line Item will be result in a proposal being rejected as unacceptable.
j. If Line Items 0002, 0003, 0004, 0005, and/or 0006 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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