Attachment H - Price Proposal Form.docx
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- Attached to
- P-678 Dry Dock 8 Saltwater System for CVN-78, Norfolk Naval Shipyard, Portsmouth, Virginia
- Solicitation number
- N40085-22-R-2598
About this file
This document is a price proposal form for a federal construction contract to upgrade the saltwater system for Dry Dock 8 at the Norfolk Naval Shipyard in Portsmouth, Virginia. The contract involves work in two phases to improve Pumpwell 8 and associated infrastructure. Phase 1 work includes site excavation, piping installation, electrical upgrades, and hazardous material abatement. Phase 2 adds drainage pumps, additional piping and utilities outside Pumpwell 8, with an option to also upgrade Pump Stations 6 and 8. Contract line items specify lump sums and unit pricing for tasks such as piling, disposal of contaminated soils, select fill, and controlled low strength material installation. The contractor must include total pricing for base line items and unit extensions in Phase 1 and 2, with options to award additional work within 60-180 days of the initial award. Award will be determined by the total of specified base price line items.
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ATTACHMENT H – PRICE PROPOSAL FORM
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. Work to be performed in Phase 1. Price includes the following:
CLIN 0001AA. Price for the entire work for Pumpwell 8, complete to the 5-foot line outside of the building including associated exterior generator and fuel tank and their associated foundations, supports, piping, electrical and controls work, in accordance with the drawings and specifications, but excluding work described in Contract Line Item (CLIN) 0001AB, 0001AC, 0001AD, 0001AE, 0001AF, 0001AG, 0001AH, 0001AI, 0001AJ, 0001AK, 0001AL, 0001AM, CLIN 0002, CLIN 0003, CLIN 0004, CLIN 0005, CLIN 0006 and CLIN 0007.
| CLIN |
| DESCRIPTION |
| TOTAL PRICE FOR CLIN 0001AA |
| 0001AA |
| Pumpwell 8 including associated exterior generator, fuel tank including generator and fuel tank foundations, supports, piping, electrical and controls |
| $ |
CLIN 0001AB. Price for the entire project Site Work, outside the facility's 5-foot line, complete in accordance with the drawings and specifications but excluding work described in CLIN 0001AA, 0001AC, 0001AD, 0001AE,0001AF, 0001AG, 0001AH, 0001AI, 0001AJ, 0001AK, 0001AL, 0001AM, CLIN 0002, CLIN 0003, CLIN 0004, CLIN 0005, CLIN 0006 and CLIN 0007.
| CLIN |
| DESCRIPTION |
| TOTAL PRICE FOR 0001AB |
| 0001AB |
| Sitework, utilities, exterior electrical infrastructure, exterior SCADA and ductbank. |
| $ |
| P-678 Dry Dock 8 Saltwater System for CVN-78 | N40085-22-R-2598 |
| Norfolk Naval Shipyard, Portsmouth, Virginia | Price Proposal Form |
CLIN 0001AC. Price for 14-inch steel pipe foundation piling complete in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR CLIN 0001AC (UNIT PRICE X NO. UNITS) |
| 0001AC |
| Piling |
| Linear feet |
| $ |
| 5000 |
| $ |
CLIN 0001AD. Price for pile load test, complete in accordance with the drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0001AD
| 0001AD |
| Pile Load Test (includes restrike) |
| Each |
| $ |
| 5 |
| $ |
CLIN 0001AE. Price for abatement of exterior stucco or cementitious asbestos containing material (ACM) at Building 272, complete in accordance with the drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR CLIN 0001AE |
| 0001AE |
| Abatement - ACM Exterior Building Material |
| SF |
| $ |
| 9 |
| $ |
CLIN 0001AF. Price for removal of exterior sealant asbestos containing material (ACM) at Building 1490, complete in accordance with the drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0001AF (UNIT PRICE X NO. UNITS)
| 0001AF |
| ACM Exterior Sealant |
| SF |
| $ |
| 25 |
| $ |
CLIN 0001AG. 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 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 0001AG (UNIT PRICE X NO. UNITS) |
| 0001AG |
| Disposal of hazardous, unsatisfactory soils with total Petroleum Hydrocarbons between |
500 mg/kg and 2999 mg/kg encountered within planned excavations (i.e. utilities, foundations)
| CY |
| $ |
| 6000 |
| $ |
CLIN 0001AH. Price for disposal of unsatisfactory soil that is classified as non-hazardous but is contaminated with Total Petroleum Hydrocarbons (TPH) between 100 mg/kg and 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 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 0001AH (UNIT PRICE X NO. UNITS) |
| 0001AH |
| Disposal of unsatisfactory, non-hazardous, petroleum contaminated soils in lieu of uncontaminated soils with Total Petroleum Hydrocarbons between 100 mg/kg and 499 mg/kg that is encountered within planned excavations (i.e. utilities, foundations) |
| CY |
| $ |
| 6000 |
| $ |
CLIN 0001AI. 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. 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 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 E FOR CLIN 0001AI (UNIT PRICE X NO. UNITS) |
| 0001AI |
| 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
| CY |
| $ |
| 8000 |
| $ |
CLIN 0001AJ. Price for the provision of select fill (imported off-site select material for backfill or bedding stone) where required due to unsatisfactory, contaminated and hazardous soils that cannot be reused, complete in accordance with the drawings and specifications. 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.
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0001AJ (UNIT PRICE X NO. UNITS)
0001AJ
| Provision of Select Fill |
| CY |
| $ |
| 20,000 |
| $ |
CLIN 0001AK. Price for infill of void spaces with Controlled Low Strength Material (CLSM), complete in accordance with the drawings and specifications, and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE E FOR |
CLIN 0001AK (UNIT PRICE X NO. UNITS)
| 0001AK |
| Fill Void Spaces with CLSM. |
| CY |
| $ |
| 450 |
| $ |
CLIN 0001AL. Price for demolition, excavation and disposal of unforeseen debris greater than 1.0 CY but less than 15 CY, encountered within planned excavation limits and not identified in the Contract Documents complete in accordance with the drawings and specifications, and the following schedule. (Note: Pieces of buried debris encountered within the planned excavation limits smaller than 1.0 cubic yard in size shall be considered to be incidental to the work):
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0001AL (UNIT PRICE X NO. UNITS)
| 0001AL |
| Disposal of Debris Greater than 1.0 CY and less than 15 CY |
| Tons |
| $ |
| 200 |
| $ |
CLIN 0001AM. 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 |
| NO. UNITS |
| TOTAL PRICE FOR CLIN 0001AM (UNIT PRICE X NO. UNITS) |
| 0001AM |
| 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 |
| $ |
| 16 |
| $ |
TOTAL PRICE FOR CLIN 0001 - BASE PRICE. (0001AA through 0001AM)
CLIN 0002 - BASE PRICE. Work to be performed in Phase 2 except as noted below. Price includes the following:
CLIN 0002AA. Price for purchase of drainage pumps DP-4 and DP-5 in Phase 1 including 24 months storage but excluding work described in Contract Line Items (CLIN) 0002AB, 0002AC, 0002AD, 0002AE, 0002AF, 0002AG, 0002AH, 0002AI, 0002AJ, CLIN 0001, CLIN 0003, CLIN 0004, CLIN 0005, CLIN 0006 and CLIN 007.
| CLIN |
| DESCRIPTION |
| TOTAL PRICE FOR CLIN 0002AA |
| 0002AA |
| Drainage Pumps DP-4 and DP-5 including storage. |
| $ |
CLIN 0002AB. Price for the work in Pumpwell 8, complete to the 5-foot line outside of Pumpwell 8 including installation of drainage pumps DP-4 and DP-5; provision of associated pump controls, piping, structural foundations and supports and electrical connections for DP-4 and DP-5; as well as provision of other indicated piping and valve work in accordance with the drawings and specifications, but excluding work described in Contract Line Items (CLIN) 0002AA, 0002AC, 0002AD, 0002AE, 0002AF, 0002AG, 0002AH, 0002AI, 0002AJ, CLIN 0001, CLIN 0003, CLIN 0004, CLIN 0005, CLIN 0006 and CLIN 0007.
| CLIN |
| DESCRIPTION |
| TOTAL PRICE FOR CLIN 0002AB |
| 0002AB |
| Pumpwell 8 work for installation of DP-4 and DP-5; associated pump controls, piping, structural foundations and supports and electrical connections for DP-4 and DP-5; as well as other indicated piping and valve work. |
| $ |
CLIN 0002AC. Price for the indicated Work, outside Pumpwell 8’s 5-foot line including drainage, saltwater return and sump piping and South flooding flume work, complete in accordance with the drawings and specifications but excluding work described in CLIN 0002AA, 0002AB, 0002AD, 0002AE, 0002AF, 0002AG, 0002AH, 0002AI, 0002AJ, CLIN 0001, CLIN 0003, CLIN 0004, CLIN 0005, CLIN 0006 and CLIN 0007.
| CLIN |
| DESCRIPTION |
| TOTAL PRICE FOR CLIN 0002AC |
| 0002AC |
| Work outside Pumpwell 8’s 5-foot line including drainage, saltwater return and sump piping and South flooding flume work. |
| $ |
CLIN 0002AD. Price for 8 5/8-inch micropile foundation piling complete in accordance with the drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR CLIN 0002AD (UNIT PRICE X NO. UNITS) |
| 0002AD |
| Piling |
| Linear feet |
| $ |
| 1120 |
| $ |
CLIN 0002AE. 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 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 0002AE (UNIT PRICE X NO. UNITS) |
| 0002AE |
| Disposal of hazardous, unsatisfactory soils with total Petroleum Hydrocarbons between |
500 mg/kg and 2999 mg/kg encountered within planned excavations (i.e. utilities, foundations)
| CY |
| $ |
| 250 |
| $ |
CLIN 0002AF. Price for disposal of unsatisfactory soil that is classified as non-hazardous, but is contaminated with Total Petroleum Hydrocarbons (TPH) between 100 mg/kg and 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 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 0002AF (UNIT PRICE X NO. UNITS) |
| 0002AF |
| Disposal of unsatisfactory, non-hazardous, petroleum contaminated soils in lieu of uncontaminated soils with Total Petroleum Hydrocarbons between 100 mg/kg and 499 mg/kg that is encountered within planned excavations (i.e. utilities, foundations) |
| CY |
| $ |
| 250 |
| $ |
CLIN 0002AG. 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. 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 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 E FOR CLIN 0002AG (UNIT PRICE X NO. UNITS) |
| 0002AG |
| 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
| CY |
| $ |
| 250 |
| $ |
CLIN 0002AH. Price for the provision of select fill (imported off-site select material for backfill or bedding stone) where required due to unsatisfactory, contaminated and hazardous soils that cannot be reused, complete in accordance with the drawings and specifications. 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.
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0002AH (UNIT PRICE X NO. UNITS)
0002AH
| Provision of Select Fill |
| CY |
| $ |
| 750 |
| $ |
CLIN 0002AI. Price for infill of void spaces with Controlled Low Strength Material (CLSM), complete in accordance with the drawings and specifications, and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE E FOR |
CLIN 0002AI (UNIT PRICE X NO. UNITS)
| 0002AI |
| Fill Void Spaces with SCSM. |
| CY |
| $ |
| 50 |
| $ |
CLIN 0002AJ. Price for demolition, excavation and disposal of unforeseen debris greater than 1.0 CY but less than 15 CY, encountered within planned excavation limits and not identified in the Contract Documents complete in accordance with the drawings and specifications, and the following schedule. (Note: Pieces of buried debris encountered within the planned excavation limits smaller than 1.0 cubic yard in size shall be considered to be incidental to the work):
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0002AJ (UNIT PRICE X NO. UNITS)
| 0002AJ |
| Disposal of Debris Greater than 1.0 CY and less than 15 CY |
| Tons |
| $ |
| 50 |
| $ |
TOTAL PRICE FOR CLIN 0002 - BASE PRICE. (0002AA through 0002AJ)
CLIN 0003 - Option Item No. 1. Work to be performed in Phase 2. Price includes the following:
CLIN 0003AA. Price for the entire work for Pump Stations 6 and 8,complete to the 5-foot line outside of Pump Station 6 and Pump Station 8 including associated exterior pumps, intake structures, generators and fuel tanks and their associated foundations, supports, piping, electrical and controls work, in accordance with the drawings and specifications, but excluding work described in Contract Line Item (CLIN) 0003AB, 0003AC, 0003AD, 0003AE,0003AF, 0003AG, 0003AH, 0003AI, 0003AJ, 0003AK, 0003AL,0003AM,0003AN, 0003AO, 0003AP, CLIN 0001, CLIN 0002, CLIN 0004, CLIN 0005, CLIN 0006 and CLIN 0007.
| CLIN |
| DESCRIPTION |
| TOTAL PRICE FOR CLIN 0003AA |
| 0003AA |
| Pump Stations 6 and 8 including associated pumps, intake structures, generators and foundations, fuel tanks and foundations, supports, piping, electrical and controls work |
| $ |
CLIN 0003AB. Price for the entire project Site Work including underground and above ground utilities, exterior electrical infrastructure, exterior SCADA and ductbank outside the facility's 5-foot line, complete in accordance with the drawings and specifications but excluding work described in CLIN 0003AA, 0003AC, 0003AD, 0003AE, 0003AF, 0003AG, 0003AH, 0003AI, 0003AJ, 0003AK, 0003AL, 0003AM, 0003AN, 0003AO, 0003AP and CLIN 0001, CLIN 0002, CLIN 0004, CLIN 0005, CLIN 0006 and CLIN 0007.
| CLIN |
| DESCRIPTION |
| TOTAL PRICE FOR CLIN 0003AB |
| 0003AB |
| Sitework including underground and above ground utilities, exterior electrical infrastructure, exterior SCADA and ductbank |
| $ |
CLIN 0003AC. Price for 14-inch steel pipe foundation piling complete in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0003AC UNIT PRICE
X NO. UNITS)
| 0003AC |
| Piling |
| Linear feet |
| $ |
| 20,380 |
| $ |
CLIN 0003AD. Price for 14-inch timber pile foundation complete in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0003AD (UNIT PRICE X NO. UNITS)
| 0003AD |
| Piling |
| Linear feet |
| $ |
| 770 |
| $ |
CLIN 0003AE. Price for pile load test, complete in accordance with the drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0003AE (UNIT PRICE X NO. UNITS)
| 0003AE |
| Pile Load Test (includes restrike) |
| Each |
| $ |
| 6 |
| $ |
CLIN 0003AF. Price for removal of PCB containing light fixtures complete in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0003AF (UNIT PRICE X NO. UNITS)
| 0003AF |
| PCB containing Light Fixtures |
| Each |
| $ |
| 14 |
| $ |
CLIN 0003AG. Price for removal of PCB containing transformers complete in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0003AG (UNIT PRICE X NO. UNITS)
| 0003AG |
| PCB containing Transformers |
| Each |
| $ |
| 3 |
| $ |
CLIN 0003AH. Price for removal of exterior sealant asbestos containing material (ACM) on Building 1498, complete in accordance with the drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0003AH (UNIT PRICE X NO. UNITS)
| 0003AH |
| ACM Exterior Sealant |
| LF |
| $ |
| 50 |
| $ |
CLIN 0003AI. 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 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 0003AI (UNIT PRICE X NO. UNITS)
| 0003AI |
| Disposal of hazardous, unsatisfactory soils with total Petroleum Hydrocarbons between |
500 mg/kg and 2999 mg/kg encountered within planned excavations (i.e. utilities, foundations)
| CY |
| $ |
| 5120 |
| $ |
CLIN 0003AJ. Price for disposal of unsatisfactory soil that is classified as non-hazardous but is contaminated with Total Petroleum Hydrocarbons (TPH) between 100 mg/kg and 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 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 0003AJ (UNIT PRICE X NO. UNITS)
| 0003AJ |
| Disposal of unsatisfactory, non-hazardous, petroleum contaminated soils in lieu of |
uncontaminated soils with Total Petroleum Hydrocarbons between 100 mg/kg and 499 mg/kg that is encountered within planned excavations (i.e. utilities, foundations)
| CY |
| $ |
| 8698 |
| $ |
CLIN 0003AK. 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. 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 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 0003AK (UNIT PRICE X NO. UNITS)
| 0003AK |
| 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
| CY |
| $ |
| 8698 |
| $ |
CLIN 0003AL. Price for the provision of select fill (imported off-site select material for backfill or bedding stone) where required due to unsatisfactory, contaminated and hazardous soils that cannot be reused, complete in accordance with the drawings and specifications. 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 complete in accordance with the drawings and specifications, and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0003AL (UNIT PRICE X NO. UNITS)
| 0003AL |
| Provision of Select Fill |
| CY |
| $ |
| 22,766 |
| $ |
CLIN 0003AM. Price for infill of void spaces with Controlled Low Strength Material (CLSM), complete in accordance with the drawings and specifications, and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICEEFOR CLIN 0003AM (UNIT PRICE X NO. UNITS) |
| 0003AM |
| Fill Void Spaces with CLSM. |
| CY |
| $ |
| 500 |
| $ |
CLIN 0003AN. Price for demolition, excavation and disposal of unforeseen debris greater than 1.0 CY but less than 15 CY, encountered within planned excavation limits and not identified in the Contract Documents complete in accordance with the drawings and specifications, and the following schedule. (Note: Pieces of buried debris encountered within the planned excavation limits smaller than 1.0 cubic yard in size shall be considered to be incidental to the work):
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0003AN (UNIT PRICE X NO. UNITS)
| 0003AN |
| Disposal of Debris Greater than 1.0 CY and less than 15 CY |
| Tons |
| $ |
| 250 |
| $ |
CLIN 0003AO. 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 |
| NO. UNITS |
| TOTAL PRICE FOR CLIN 0003AO (UNIT PRICE X NO. UNITS) |
| 0003AO |
| 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 |
| $ |
| 16 |
| $ |
CLIN 0003AP. 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 |
| NO. UNITS |
| TOTAL PRICE FOR CLIN 0002AP (UNIT PRICE X NO. UNITS) |
| 0003AP |
| 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 |
| $ |
| 8 |
| $ |
TOTAL PRICE FOR CLIN 0003 Option Item No. 1. (0003A through 0003AP)
CLIN 0004 - Option Item No. 2. Work to be performed in Phase 1. Price includes the following:
CLIN 0004. Price for Phase 1 Pumpwell 8 Drainage Pump No. 1 (DP-1) excluding electrical infrastructure and structural support which shall be included in CLIN 0001A complete in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0004 (UNIT PRICE X NO. UNITS)
| 0004 – Option 2 |
| Drainage Pump DP-1 |
| Lump Sum |
| $ |
| 1 |
| $ |
CLIN 0005 - Option Item No. 3. Work to be performed in Phase 1. Price includes the following:
CLIN 0005. Price for Phase 1 Pumpwell 8 10-ton hoist complete in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0006 (UNIT PRICE X NO. UNITS)
| 0005 – Option 3 |
| Pumpwell 8 10-ton Hoist |
| Lump Sum |
| $ |
| 1 |
| $ |
CLIN 0006 Option Item No. 4. Work to be performed in Phase 2. Price includes the following:
CLIN 0006. Price for Phase 2 Pumpwell 8 Discharge Flume Stoplog complete in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0005 (UNIT PRICE X NO. UNITS)
| 0006 – Option 4 |
| Pumpwell 8 Discharge Flume Stoplog |
| Lump Sum |
| $ |
| 1 |
| $ |
CLIN 0007 Option Item No. 5. Work to be performed in Phase 2. Price includes the following:
CLIN 0007. Price for Phase 2 Pump Station 6 and Pump Station 8 3-ton hoists complete in accordance with drawings and specifications and in accordance with the following schedule:
| CLIN |
| ITEM |
| UNIT |
| UNIT PRICE |
| NO. UNITS |
| TOTAL PRICE FOR |
CLIN 0007 (UNIT PRICE X NO. UNITS)
| 0007 – Option 5 |
| Pump Station 6 and Pump Station 8 3-ton Hoists |
| Lump Sum |
| $ |
| 2 |
| $ |
1.2 GENERAL NOTES
a. Award will be made on the total sum of Contract Line Items 0001AA, 0001AB, 0002AA, 0002AB, 0002AC, 0003AA, 0003AB and the sum of the extensions under Contract Line Items 0001AC, 0001AD, 0001AE, 0001AF, 0001AG, 0001AH, 0001AI, 0001AJ, 0001AK,0001AL, 0001AM, 0002AD, 0002AE, 0002AF, 0002AG, 0002AH, 0002AI, 0002AJ, 0003AC, 0003AD, 0003AE, 0003AF, 0003AG, 0003AH, 0003AI, 0003AJ, 0003AK, 0003AL, 0003AM, 0003AN, 0003AO, and 0003AP. For CLINs 0001AC through 0001AM, 0002AD through 0002AJ, and 0002AC through 0003AP. 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 Phase 1 CLIN 0004 and CLIN 0006 to the Contractor at the proposed price within 60 calendar days after the contract award. The Government reserves the unilateral right to award Phase 2 CLIN 0003, CLIN 0005, and CLIN 0007 to the Contractor at the proposed price within 180 calendar days after the contract award. A firm fixed proposed price is required for CLIN 0003 through CLIN 0007. No provision is made for economic price adjustment.
c. The Government may reject an offer as nonresponsive if it is materially unbalanced as to prices for the basic requirement. 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.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
-- End of Document --
File details come from the government source that posted it. Updated .