Attachment H - Price Proposal.docx
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| FY21 MCON P-898 – Replace SSN Berthing Pier 32 | eProject No. 1565917 |
| Naval Submarine Base New London – Groton, CTFY21 MCON P-898 – Replace SSN Berthing Pier 32 | eProject No. 1565917 |
Naval Submarine Base New London – Groton, CT
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 0001A. Price for the entire work for Replace SSN Pier 32 at NAVSUBASE New London, CT, in accordance with the drawings and specifications, but excluding work described in Contract Line Item (CLIN) 0001B, 0001C, 0001D, 0001E, 0001F, 0001G, 0001H, 0001I, 0001J, 0001K, 0001L, 0001M, 0001N, 0001O, 0001P, 0001Q, 0001R, 0002, 0003, 0004, 0005, 0006, 0007, and 0008.
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. |
UNITS
TOTAL PRICE FOR CLIN
(UNIT PRICE X NO. UNITS)
0001A MILCON P-898, 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, 0002, 0003, 0004, 0005, 0006, 0007, and 0008
Lump Sum
0001B All 36” diameter steel pipe piles
LF
12,830
0001C All 36” drilled concrete shaft casing and reinforced concrete
0001D All 30” diameter drilled rock sockets and reinforced concrete
0001E All fiberglass reinforced fender piles with steel H-pile extension
35,068
0001F Dynamic pile load test for 36" diameter steel pipe piles (includes re-strike)
EA
0001G Dynamic pile load test for fiberglass reinforced fender piles with steel H-pile extension
The quantities in CLINs 0001H thru CLIN 0001AP are for estimated work above beyond those indicated in the contract drawings for CLINs 0001A-0001G. These items will only be performed at the direction of the Contracting Officer. The contractor will only receive payment for quantities actually performed and a deductive modification will be executed for quantities not performed.
CLIN 0001H. Price includes all work, complete, for dredging and for disposal and capping of the dredged material at the designated CAD cell area for Pier 32, the turning basin, and existing Pier 32 following demolition of the structure.
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:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| ESTIMATED NO. UNITS |
| TOTAL PRICE FOR CLIN (UNIT PRICE X NO. UNITS) |
0001H Pier 32 Dredging and Disposal/Capping of Material (including allowable overdepth)
Cubic Yards
25,700
CLIN 0001I. 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-002). Work shall be performed in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| ESTIMATED NO. UNITS |
| TOTAL PRICE FOR CLIN (UNIT PRICE X NO. UNITS) |
0001I Steel Pipe Pile/Casing Pipe Installation Obstruction Mitigation
CLIN 0001J. Price for 100% work shutdown, not previously identified in the Contract, resulting from Marine Mammal Protection Plan (MMPP) compliance where the Contractor is unable to shift manpower and equipment to other Contract work. The Contractor shall notify the Contracting Officer immediately of a pending shutdown if directed by any other Government official so that the Contracting Officer has the opportunity to avoid or mitigate the down time, complete in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| ESTIMATED NO. |
UNITS
TOTAL PRICE FOR CLIN
0001J 100% work shutdown, not previously identified in the contract, resulting from required compliance with the MMPP for all applicable waterborne construction operations. Delays shall be based upon an accumulation of individual "down-time" totaled for each delay and then rounded up the next "whole" hour. Unit price includes all costs associated with the resulting work stoppage.
Hours
CLIN 0001K. Price for 100% work shutdown, not previously identified in the Contract, resulting from Government activities where the Contractor is unable to shift manpower and equipment to other Contract work. The Contractor shall notify the Contracting Officer immediately of a pending shutdown if directed by any other Government official so that the Contracting Officer has the opportunity to avoid or mitigate the down time, complete in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| ESTIMATED NO. |
UNITS
TOTAL PRICE FOR CLIN
0001K 100% work shutdown for more than (2) hours resulting from Government activities on or adjacent to this site that require the Contractor to stop work and completely evacuate his personnel from the job site. Unit price includes all costs associated with vacating the job site.
Hours
CLIN 0001L. Price for provision of imported, off-site, Backfill and Fill Material as directed by the Contracting Officer for replacement of material disposed of under CLIN 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:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| ESTIMATED NO. UNITS |
| TOTAL PRICE FOR CLIN |
0001L
| Provision of imported, off site, Backfill and Fill Material. |
| Tons (Truck Scale Measure) |
CLIN 0001M. 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:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| ESTIMATED NO. UNITS |
| TOTAL PRICE FOR CLIN |
0001M
| 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 Scale Measure) |
CLIN 0001N. 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, 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:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| ESTIMATED NO. UNITS |
| TOTAL PRICE FOR CLIN |
0001N
| 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 Scale Measure) |
CLIN 0001O. 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:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| ESTIMATED NO. UNITS |
| TOTAL PRICE FOR CLIN |
0001O
| Disposal of non-hazardous, unsatisfactory soils exceeding CT RSRs, containing PCBs and / or heavy metals (non-TSCA, non-RCRA) encountered within planned excavations (i.e. utilities, foundations). |
| Tons (Truck Scale Measure) |
CLIN 0001P. 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 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 |
| ESTIMATED NO. UNITS |
| TOTAL PRICE FOR CLIN |
0001P
| 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 pile locations that is not indicated on the Demolition Plans. |
| Tons (Truck Scale Measure) |
CLIN 0001Q. 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:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR CLIN |
0001Q 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.
CLIN 0001R. 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:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR CLIN |
0001R 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.
TOTAL PRICE FOR CLIN 0001 (0001A, 0001B, 0001C, 0001D, 0001E, 0001F, 0001G, 0001H, 0001I, 0001J, 0001K, 0001L, 0001M, 0001N, 0001O, 0001P, 0001Q, and 0001R)
CLIN 0002 (BID OPTION 1) - Price includes the following:
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.
| CLIN |
| DESCRIPTION |
| TOTAL PRICE FOR CLIN 0002 |
| 0002 |
| Pier 10 Demolition and Fender System Construction |
CLIN 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.
| CLIN |
| DESCRIPTION |
| TOTAL PRICE FOR CLIN 0003 |
| 0003 |
| Pier 17 Stub Demolition and Fender System Construction |
CLIN 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:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. |
UNITS
TOTAL PRICE FOR CLIN
(UNIT PRICE X NO. UNITS)
| 0004 |
| Pier 10 Dredging and Disposal/Capping of Material (including allowable overdepth) |
| Cubic Yards |
4,500
CLIN 0005 (BID OPTION 4) - Price includes the following:
Price for all work, complete, in accordance with the drawings and specifications for fabrication and installation of four (4) composite submarine camels at Pier 32.
| CLIN |
| DESCRIPTION |
| TOTAL PRICE FOR CLIN 0005 |
Four (4) Composite Submarine Camels at Pier 32
CLIN 0006 (BID OPTION 5) - 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 currently stored in the area where Pier 32 will be constructed. The work also includes construction of the quaywall fender system in this area.
| CLIN |
| DESCRIPTION |
| TOTAL PRICE FOR CLIN 0006 |
| 0006 |
| Crane Weight Test Area Quaywall Demolition/Construction and Fender System Construction |
CLIN 0007 (BID OPTION 6) - 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 32. The low-pressure compressed air system also includes the elevated concrete platform and access stairs located adjacent to the eastern-most electrical unit substation.
| CLIN |
| DESCRIPTION |
| TOTAL PRICE FOR CLIN 0007 |
| 0007 |
| Pier 32 Low-Pressure Compressed Air System |
CLIN 0008 (BID OPTION 7) - Price includes the following:
Price for all work, complete, in accordance with the drawings and specifications for fabrication and installation of the two (2) western-most crane-less brows at Pier 32.
| CLIN |
| DESCRIPTION |
| TOTAL PRICE FOR CLIN 0008 |
| 0008 |
| Two (2) Western-most Crane-less Brows at Pier 32 |
TOTAL PRICE FOR CLIN 0002, CLIN 003, CLIN 004, CLIN 005, CLIN 006, CLIN 007, CLIN 008
TOTAL PRICE FOR CLIN 0001 THROUGH CLIN 008
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. Bid Option 3 will not be awarded unless Bid Option 1 is awarded.
f. The Government reserves the unilateral right to award CLIN 0002 and CLIN 0003 to the Contractor at the proposed price within 120 calendar days after the contract award. A firm fixed proposed price is required for CLIN 0001, CLIN 0002 and CLIN 0003. No provision is made for economic price adjustment.
g. 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.
h. If CLINS 0002, 0003, 0004, 0005, 0006, 0007, and/or 0008 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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