Attachment_F_Rev._4-5_6_amendment_10_with_redesign.docx
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Attachment_F_Rev._4-5_6_amendment_10_with_redesign.docx
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| Navy_Portsmouth_IHA_2019.pdf | ||
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| Amendment_0013.pdf | ||
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| Amendment_0011.pdf | ||
| Document_Security_P310_OP5_Manual.doc | DOC document | |
| Amendment_0010.pdf | ||
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| p310_p1074_spec_appE_GDR_addl_info.pdf | ||
| Attachment_F_Rev._4-5.docx | DOCX document | |
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| Amendment_0004.pdf | ||
| Amendment_0003.pdf | ||
| Site_Visit_Log.pdf | ||
| Amendment_0002.pdf | ||
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ATTACHMENT F – PRICE PROPOSAL FORM
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 CLIN lump sum price for the following items:
CLIN 001 – P310 BASE PRICE: Price includes the following:
Price for the Total Amount for CLIN 001 shall provide the full project scope, excluding P1074 Base Bid (CLIN 002) and Bid Options (CLIN 003 through 029), complete and in place in accordance with the drawings and specifications even if not specifically listed below.
00101: Dry Dock No. 1 Super Flood Basin:
Price for provision of all work at the Dry Dock No. 1 Super Flood Basin.
Basis of Bid for CLIN 00101 shall be the Total Amount for CLIN 00101, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00101a |
| All work complete in accordance with the drawings and |
specifications for CLIN 00101 but not including the work indicated or specified under 00101b to 00101e.
| 1 |
| LS |
| XXX |
| $ |
| 00101b |
| Super Flood Pumps |
| 1 |
| LS |
| XXX |
| $ |
| 00101c |
| Sluice Gate |
| 1 |
| LS |
| XXX |
| $ |
| 00101d |
| Relocated Guard Shack |
| 1 |
| LS |
| XXX |
| $ |
| 00101e |
| Environmental Monitoring |
| 1 |
| LS |
| XXX |
| $ |
Total 00101 (00101a – 00101e): $
00102: South Closure Wall:
Price for provision of all work at the South Closure Wall.
Basis of Bid for CLIN 00102 shall be the Total Amount for CLIN 00102, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00102a |
| South Closure Wall Cellular Cofferdam Sheeting |
| 1 |
| LS |
| XXX |
| $ |
| 00102b |
| South Closure Wall Combi-Wall |
| 1 |
| LS |
| XXX |
| $ |
| 00102c |
| South Closure Wall Concrete Fill |
| 1 |
| LS |
| XXX |
| $ |
| 00102d |
| South Closure Wall Fender System |
| 1 |
| LS |
| XXX |
| $ |
| 00102e |
| Steel Sheeting between Cellular Cofferdam and Entrance Structure |
| 1 |
| LS |
| XXX |
| $ |
| 00102f |
| South West Closure Wall Concrete Deck and Ramps |
| 1 |
| LS |
| XXX |
| $ |
| 00102g |
| South Closure Winch, Fairlead and Mooring Hardware |
| 1 |
| LS |
| XXX |
| $ |
| 00102h |
| South Closure Wall Cleaning Granite Quay Wall |
| 1 |
| LS |
| XXX |
| $ |
| 00102i |
| South Closure Wall Utility Services |
| 1 |
| LS |
| XXX |
| $ |
Total 00102 (00102a – 00102i): $
00103: Entrance Structure:
Price for provision of all work at the Entrance Structure.
Basis of Bid for CLIN 00103 shall be the Total Amount for CLIN 00103, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00103a |
| Precast Entrance Structure |
| 1 |
| LS |
| XXX |
| $ |
| 00103b |
| Steel Sheet Pile Cut-Off Wall |
| 1 |
| LS |
| XXX |
| $ |
| 00103c |
| Drilled Shafts |
| 1 |
| LS |
| XXX |
| $ |
| 00103d |
| Entrance Structure Concrete Fill |
| 1 |
| LS |
| XXX |
| $ |
| 00103e |
| Entrance Structure Utility Services and Cast in Place Deck |
| 1 |
| LS |
| XXX |
| $ |
Total 00103 (00103a – 00103e): $
00104: West Closure Wall:
Price for provision of all work at the West Closure Wall.
Basis of Bid for CLIN 00104 shall be the Total Amount for CLIN 00104, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00104a |
| West Closure Wall Sheet Piles and Tie Rods |
| 1 |
| LS |
| XXX |
| $ |
| 00104b |
| West Closure Wall Fill |
| 1 |
| LS |
| XXX |
| $ |
| 00104c |
| West Closure Wall Winch and Fairlead |
| 1 |
| LS |
| XXX |
| $ |
| 00104d |
| West Closure Wall Utility Services |
| 1 |
| LS |
| XXX |
| $ |
| 00104e |
| West Closure Wall Instrumentation |
| 1 |
| LS |
| XXX |
| $ |
Total 00104 (00104a – 00104e): $
00105: Berth 1 Improvements:
Price for provision of all work at the Berth 1 Improvements complete.
Basis of Bid for CLIN 00105 shall be the Total Amount for CLIN 00105, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00105a |
| Berth 1 Steel Sheet Pile Wall |
| 1 |
| LS |
| XXX |
| $ |
| 00105b |
| Berth 1 Concrete Fill and Deck Improvements |
| 1 |
| LS |
| XXX |
| $ |
| 00105c |
| Berth 1 Cleaning Granite Quay Wall |
| 1 |
| LS |
| XXX |
| $ |
Total 00105 (00105a – 00105c): $
00106: Berth 2 Improvements:
Price for provision of all work at the Berth 2 Improvements complete.
Basis of Bid for CLIN 00106 shall be the Total Amount for CLIN 00106, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00106a |
| All work complete in accordance with the drawings and specifications for CLIN 00106 but not including the work indicated or specified under 00106b to 00106d. |
| 1 |
| LS |
| XXX |
| $ |
| 00106b |
| Portable Effluent Tank Platform |
| 1 |
| LS |
| XXX |
| $ |
| 00106c |
| Fender Panel System |
| 11 |
| EA |
| $ |
| $ |
| 00106d |
| Berth 2 Cleaning Granite Quay Wall |
| 1 |
| LS |
| XXX |
| $ |
Total 00106 (00106a – 00106d): $
00107: Berth 11 Improvements:
Price for provision of all work at the Berth 11 Improvements complete.
Basis of Bid for CLIN 00107 shall be the Total Amount for CLIN 00107, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00107a |
| All work complete in accordance with the drawings and specifications for CLIN 00107 but not including the work indicated or specified under 00107b. |
| 1 |
| LS |
| XXX |
| $ |
00107b
| Fender Rub Strips |
| 12 |
| EA |
| $_____ |
| $ |
Total 00107 (00107a – 00107b): $
00108: Berth 1 and Closure Wall Dredging:
Price for provision of all work for the dredging for Berth 1, South Closure Wall, Entrance Structure and West Closure Wall complete.
Basis of Bid for CLIN 00108 shall be the Total Amount for CLIN 00108, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00108a |
| Berth 1 Dredging |
| 1 |
| LS |
| XXX |
| $_____ |
| 00108b |
| South Closure Wall Dredging |
| 1 |
| LS |
| XXX |
| $_____ |
| 00108c |
| Entrance Structure Dredging |
| 1 |
| LS |
| XXX |
| $_____ |
| 00108d |
| West Closure Wall Dredging |
| 1 |
| LS |
| XXX |
| $_____ |
| 00108e |
| ASW Turbidity Curtain System |
| 1 |
| LS |
| XXX |
| $_____ |
Total 00108 (00108a – 00108e): $
00109: Portal Crane Rail Berth 1 Provision of all work for P310 portal crane rail along Berth 1 complete.
Basis of Bid for CLIN 00109 shall be the Total Amount for CLIN 00109, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00109a |
| All work complete in accordance with the drawings and specifications for CLIN 00109 but not including the work indicated or specified under 00109b thru 00109f. |
| 1 |
| LS |
| XXX |
| $_____ |
| 00109b |
| Micropiles - 10.75” diameter |
| 3,222 |
| LF |
| $_____ |
| $_____ |
| 00109c |
| Portal Crane Rail – Rails and Associated Hardware |
| 1 |
| LS |
| XXX |
| $_____ |
| 00109d |
| Portal Crane Rail – Support Beams, Pedestals and Pile Caps |
| 1 |
| LS |
| XXX |
| $_____ |
| 00109e |
| Portal Crane Rail - Switches |
| 1 |
| EA |
| $_____ |
| $_____ |
| 00109f |
| Portal Crane Rail - Frogs |
| 1 |
| EA |
| $_____ |
| $_____ |
Total 00109 (00109a – 00109f): $
00110: Portal Crane Rail South Closure Wall Provision of all work for P310 portal crane rail on the South Closure Wall complete.
Basis of Bid for CLIN 00110 shall be the Total Amount for CLIN 00110, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00110a |
| All work complete in accordance with the drawings and specifications for CLIN 00110 but not including the work indicated or specified under 00110b thru 00110e. |
| 1 |
| LS |
| XXX |
| $_____ |
| 00110b |
| Micropiles - 10.75” diameter |
| 2,626 |
| LF |
| $_____ |
| $_____ |
| 00110c |
| Portal Crane Rail – Rails and Associated Hardware |
| 1 |
| LS |
| XXX |
| $_____ |
| 00110d |
| Portal Crane Rail – Support Beams, Pedestals and Pile Caps |
| 1 |
| LS |
| XXX |
| $_____ |
| 00110e |
| Portal Crane Rail - Switches |
| 2 |
| EA |
| $_____ |
| $_____ |
Total 00110 (00110a – 00110e): $
00111: Portal Crane Rail Berth 2 Provision of all work for P310 portal crane rail along Berth 2 complete.
Basis of Bid for CLIN 00111 shall be the Total Amount for CLIN 00111, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00111a |
| All work complete in accordance with the drawings and specifications for CLIN 00111 but not including the work indicated or specified under 00111b thru 00111d. |
| 1 |
| LS |
| XXX |
| $_____ |
| 00111b |
| Micropiles - 10.75” diameter |
| 2,206 |
| LF |
| $_____ |
| $_____ |
| 00111c |
| Portal Crane Rail – Rails and Associated Hardware |
| 1 |
| LS |
| XXX |
| $_____ |
| 00111d |
| Portal Crane Rail – Support Beams, Pedestals and Pile Caps |
| 1 |
| LS |
| XXX |
| $_____ |
Total 00111 (00111a – 00111d): $
00112: Train Rail:
Price for the provision of all work for P310 train rail along Berth 1, the South Closure Wall and along Berth 2 up to Station 1+64.57 on the Train Rail Spur baseline complete.
Basis of Bid for CLIN 00112 shall be the Total Amount for CLIN 00112, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00112a |
| All work complete in accordance with the drawings and specifications for CLIN 00112 but not including the work indicated or specified under 00112b thru 00112e. |
| 1 |
| LS |
| XXX |
| $_____ |
| 00112b |
| Train Rail – Rails and Associated Hardware |
| 1 |
| LS |
| XXX |
| $_____ |
| 00112c |
| Train Rail – Support Beams, Pedestals and Pile Caps |
| 1 |
| LS |
| XXX |
| $_____ |
| 00112d |
| Train Rail - Switches |
| 1 |
| EA |
| $_____ |
| $_____ |
| 00112e |
| Train Rail - Frogs |
| 2 |
| EA |
| $_____ |
| $_____ |
Total 00112 (00112a – 00112e): $
00113: Dry Dock No. 1 Gallery Enclosures Price for the provision of all work for P310 Gallery Enclosures complete.
Basis of Bid for CLIN 00113 shall be the Total Amount for CLIN 00113, but not including the work indicated or specified to be provided under any other CLIN
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00113a |
| All work complete in accordance with the drawings and specifications for CLIN 00113 but not including the work indicated or specified under 00113b to 00113d. |
| 1 |
| LS |
| XXX |
| $_____ |
| 00113b |
| Concrete Enclosure Walls |
| 1 |
| LS |
| XXX |
| $_____ |
| 00113c |
| Stainless Steel Wall Panels and Watertight Doors |
| 1 |
| LS |
| XXX |
| $_____ |
| 00113d |
| Removable Work Platforms at Galleries |
| 1 |
| LS |
| XXX |
| $_____ |
Total 00113 (00113a – 00113d): $
00114: Base Bid In Lieu Fee (ILF) Payment:
Price for the provision for the payment of the In Lieu Fee compensation to the State of Maine Department of Environmental Protection for the impacts associated with the P310 Base Bid work.
Total 00114: $1,236,240.00
TOTAL CLIN 001 (00101-00114): $
CLIN 002 – P1074 BASE PRICE: Price includes the following:
Price for the Total Amount for CLIN 002 shall provide the full project scope, excluding P310 Base Bid (CLIN 001) and Bid Options (CLIN 003 through 0029), complete and in place in accordance with the drawings and specifications even if not specifically listed below.
00201: Utility Systems and Site Restoration:
Provision of all work related to the utility systems and site restoration complete.
Basis of Bid for CLIN 00201 shall be the Total Amount for CLIN 00201, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00201a |
| All work complete in accordance with the drawings and specifications for CLIN 00201 but not including the work indicated or specified under 00201b to 00201c. |
| 1 |
| LS |
| XXX |
| $_____ |
| 00201b |
| Rock Excavation for utility installation |
| 225 |
| CY |
| $_____ |
| $_____ |
| 00201c |
| Surface Restoration |
| 1 |
| LS |
| XXX |
| $_____ |
Total 00201 (00201a – 00201c): $
00202: Portal Crane Rail on South Closure Wall (SCW):
Provision of all work related to the crane rail installation on the South Closure Wall complete.
Basis of Bid for CLIN 00202 shall be the Total Amount for CLIN 00202, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00202a |
| All work complete in accordance with the drawings and specifications for CLIN 00202 but not including the work indicated or specified under 00202b to 00202d. |
| 1 |
| LS |
| XXX |
| $_____ |
| 00202b |
| Portal Crane Rail SCW– Rails and Associated Hardware |
| 1 |
| LS |
| XXX |
| $_____ |
| 00202c |
| Portal Crane Rail SCW – Support Slab |
| 1 |
| LS |
| XXX |
| $_____ |
| 00202d |
| Portal Crane Rail SCW – Concrete Fill |
| 1 |
| LS |
| XXX |
| $_____ |
Total 00202 (00202a – 00202d): $
00203: Portal Crane Rail Spur:
Provision of all work related to the crane rail installation at the Crane Rail Spur complete.
Basis of Bid for CLIN 00203 shall be the Total Amount for CLIN 00203, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00203a |
| All work complete in accordance with the drawings and specifications for CLIN 00203 but not including the work indicated or specified under 00203b to 00203g. |
| 1 |
| LS |
| XXX |
| $_____ |
| 00203b |
| Micropiles – 10.75” diameter |
| 2,056 |
| LF |
| $_____ |
| $_____ |
| 00203c |
| Portal Crane Rail Spur– Rails and Associated Hardware |
| 1 |
| LS |
| XXX |
| $_____ |
| 00203d |
| Portal Crane Rail Spur – Support Beams, Pedestals and Pile Caps |
| 1 |
| LS |
| XXX |
| $_____ |
| 00203e |
| Portal Crane Rail - Switches |
| 2 |
| EA |
| $_____ |
| $_____ |
| 00203f |
| Portal Crane Rail - Frogs |
| 1 |
| EA |
| $_____ |
| $_____ |
| 00203g |
| Portal Crane Rail Spur Retaining Wall |
| 1 |
| LS |
| XXX |
| $_____ |
Total 00203 (00203a – 00203g): $
00204: Portal Crane Rail Berth 2:
Provision of all work related to the crane rail installation at the east end of Berth 2 complete.
Basis of Bid for CLIN 00204 shall be the Total Amount for CLIN 00204, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00204a |
| All work complete in accordance with the drawings and specifications for CLIN 00204 but not including the work indicated or specified under 00204b to 00204d. |
| 1 |
| LS |
| XXX |
| $_____ |
| 00204b |
| Micropiles – 10.75” diameter |
| 936 |
| LF |
| $_____ |
| $_____ |
| 00204c |
| Portal Crane Rail – Rails and Associated Hardware |
| 1 |
| LS |
| XXX |
| $_____ |
| 00204d |
| Portal Crane Rail - Support Beams, Pedestals and Pile Caps |
| 1 |
| LS |
| XXX |
| $_____ |
Total 00204 (00204a – 00204d): $
00205: Portal Crane Rail Improvements – Head End of Dry Dock 1 – South:
Provision of all work related to the crane rail installation at the Head End of Dry Dock 1- South complete.
Basis of Bid for CLIN 00205 shall be the Total Amount for CLIN 00205, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00205a |
| Portal Crane Rail Head End South – Rails and Associated Hardware |
| 1 |
| LS |
| XXX |
| $_____ |
| 00205b |
| Portal Crane Rail Head End South – Roof Slab |
| 1 |
| LS |
| XXX |
| $_____ |
Total 00205 (00205a – 00205b): $
00206: Berth 2 Improvements:
Provision of all work related to the Berth 2 Improvements complete.
Basis of Bid for CLIN 00206 shall be the Total Amount for CLIN 00206, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00206a |
| All work complete in accordance with the drawings and specifications for CLIN 00206 but not including the work indicated or specified under 00206b to 00206g. |
| 1 |
| LS |
| XXX |
| $_____ |
| 00206b |
| Fender Panel System |
| 7 |
| EA |
| $_____ |
| $_____ |
| 00206c |
| Berth 2 Cleaning Granite Quay Wall |
| 1 |
| LS |
| XXX |
| $_____ |
| 00206d |
| Berth 2 – 50-Ton Bollards |
| 1 |
| LS |
| XXX |
| $_____ |
| 00206e |
| Berth 2 Elevated Deck and Relieving Slab |
| 1 |
| LS |
| XXX |
| $_____ |
| 00206f |
| Berth 2 Elevated Deck – Micropiles 10.75” with 16” Outer Casing |
| 339 |
| LF |
| $_____ |
| $_____ |
| 00206g |
| Relieving Slab Micropiles – 7.625” diameter |
| 599 |
| LF |
| $_____ |
| $_____ |
Total 00206 (00206a – 002066g): $
00207: Train Rail:
Provision of all work related to the train rail installation complete.
Basis of Bid for CLIN 00207 shall be the Total Amount for CLIN 00207, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00207a |
| All work complete in accordance with the drawings and specifications for CLIN 00207 but not including the work indicated or specified under 00207b through 00207g. |
| 1 |
| LS |
| XXX |
| $_____ |
| 00207b |
| Micropiles – 10.75” diameter |
| 867 |
| LF |
| $_____ |
| $_____ |
| 00207c |
| Train Rail- Rails and Associated Hardware |
| 1 |
| LS |
| XXX |
| $_____ |
| 00207d |
| Train Rail- Support Beams, Pedestals, Slab, Relieving Slab and Pile Caps |
| 1 |
| LS |
| XXX |
| $_____ |
| 00207e |
| Train Rail – Tie and Ballast |
| 1 |
| LS |
| XXX |
| $_____ |
| 00207f |
| Train Rail – Switch |
| 1 |
| EA |
| $_____ |
| $_____ |
| 00207g |
| Train Rail – Frogs |
| 2 |
| EA |
| $_____ |
| $_____ |
Total 00207 (00207a – 00207g): $
00208: Access Tunnel:
Provision of all work for Access Tunnel complete.
Basis of Bid for CLIN 00208 shall be the Total Amount for CLIN 00209, but not including the work indicated or specified to be provided under any other CLIN.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 00208a |
| All work complete in accordance with the drawings and specifications for CLIN 00209 but not including the work indicated or specified under 00209b. |
| 1 |
| LS |
| XXX |
| $_____ |
| 00208b |
| Micropiles – 7.625” diameter |
| 470 |
| LF |
| $_____ |
| $_____ |
Total 00208 (00208a – 00208b): $
00209: Replace Dock Side Crane Rail at Headend of Dry Dock No. 1:
Price for provision of all work associated with furnishing and installing the dock side portal crane rail at the head end of Dry Dock No. 1, as indicated on the drawings, and all incidental and related work.
Basis of Bid for CLIN 00209 shall be the Total Amount for CLIN 00209, but not including the work indicated or specified to be provided under any other CLIN.
Total 00209: $
TOTAL CLIN 002 (00201-00209): $
CLIN 003 – OPTION 1, Gallery Enclosure Steel Wall Panels:
Price for provision of all work associated with furnishing and installing stainless steel wall panels at Dry Dock No. 1 galleries 1 through 6 in lieu of the concrete wall panels (except for the concrete return walls) in the base bid, and all incidental and related work. Bid Option cost shall represent the cost delta between providing the stainless-steel wall panels and removing the concrete wall panels (except for the concrete return walls) from the base bid.
TOTAL CLIN 003: $
CLIN 004 – OPTION 2, Repurposing of Caisson No. 3:
Price for provision of all work associated with the repurposing of Caisson No. 3 for use at the Dry Dock No. 1 Super Flood Basin, as indicated on the drawings, and all incidental and related work. This option does not include the work indicated or specified under CLIN 012 Additional Caisson Structural Steel Repairs and CLIN 014 Clean and Coat Caisson No. 3 Ballast Tanks.
TOTAL CLIN 003: $
CLIN 005 – OPTION 3, Stainless Steel Super Flood Pipes:
Price for provision of all work associated with furnishing and installing the stainless steel super flood pipes, and all incidental and related work. Bid Option cost shall represent the cost delta between providing the stainless-steel pipe and removing the HDPE pipe from the base bid.
TOTAL CLIN 005: $
CLIN 006 – OPTION 4, Rock Excavation in Super Flood Basin – Zone 1:
Price for provision of all work associated with overburden dredging and rock excavation within the super flood basin Zone #1, and disposal of material, including all incidental and related work as depicted in the drawings. Shall also include development of all Blasting Plans and submittals.
TOTAL CLIN 006: $
CLIN 007 – OPTION 5, Rock Excavation in Super Flood Basin – Zone 2:
Price for provision of all work associated with overburden dredging and rock excavation within the super flood basin Zone #2, and disposal of material, including all incidental and related work as depicted in the drawings. CLIN 007 will not be awarded without also awarding CLIN 006.
TOTAL CLIN 007: $
CLIN 008 – OPTION 6, Rock Excavation in Super Flood Basin – Zone 3:
Price for provision of all work associated with overburden dredging and rock excavation within the super flood basin Zone #3, and disposal of material, including all incidental and related work as depicted in the drawings. CLIN 008 will not be awarded without also awarding CLIN 007.
TOTAL CLIN 008: $
CLIN 009 – OPTION 7, Rock Excavation in Super Flood Basin – Zone 4:
00901: Rock Excavation in Super Flood Basin – Zone 4A
Price for provision of all work associated with overburden dredging and rock excavation within the super flood basin Zone #4A and overburden dredging within the super flood basin Zone #4B, and disposal of material, including all incidental and related work as depicted in the drawings. CLIN 00901 will not be awarded without also awarding CLIN 008.
Basis of Bid for CLIN 00901 shall be the Total Amount for CLIN 00901, but not including the work indicated or specified to be provided under any other CLIN.
TOTAL 00901: $
00902: Rock Excavation in Super Flood Basin – Zone 4B
Price for provision of all work associated with rock excavation within the super flood basin Zone #4B and disposal of material, including all incidental and related work as depicted in the drawings. CLIN 00902 will not be awarded without also awarding CLIN 00901. Execution of work under CLIN 00902 must not begin prior to installation of support of excavation along Berth 11, which is provided by others under a separate contract.
Basis of Bid for CLIN 00902 shall be the Total Amount for CLIN 00902, but not including the work indicated or specified to be provided under any other CLIN.
TOTAL 00902: $
TOTAL CLIN 009: $
CLIN 0010 – OPTION 8, Mooring Hardware on South Face of South Closure Wall:
Price for provision of all work associated with furnishing and installing five (5) additional cleats along the south face of the South Closure Wall (approximately between STA 2+90 and 5+60), reducing the center-to-center spacing from 40 ft to 20 ft, as indicated on the drawings, and all incidental and related work.
TOTAL CLIN 0010: $
CLIN 0011 – OPTION 9, Additional Removable Work Platforms at Galleries:
Price for provision of all work associated with furnishing and installing six (6) removable work platforms at the Dry Dock No. 1 galleries, as indicated on the drawings, and all incidental and related work.
TOTAL CLIN 0011: $
CLIN 0012 – OPTION 10, Additional Caisson Structural Steel Repairs:
Price for provision of all work associated with steel plate repair of the caisson weather deck, operations deck, keel and hull. Steel repair work shall be based on the caisson hull plate and structure survey and ultrasonic thickness measuring report and corresponding repair schedule approved by the Contracting Officer, as specified. CLIN 012 will not be awarded without also awarding CLIN 004.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 0012a |
| Weather Deck Steel Plate Repair |
| 2,500 |
| LBS |
| $ |
| $ |
| 0012b |
| Operation Deck Steel Plate Repair |
| 2,500 |
| LBS |
| $ |
| $ |
| 0012c |
| Keel Steel Plate Repair |
| 4,500 |
| LBS |
| $ |
| $ |
| 0012d |
| Hull Steel Plate Repair |
| 14,000 |
| LBS |
| $ |
| $ |
TOTAL CLIN 0012: $
CLIN 0013 – OPTION 11, Portable Effluent Tank Service Platform:
Price for provision of all work associated with furnishing and installing one (1) Portable Effluent Tank Service Platform (B2-PP1) as indicated on the drawings, and all incidental and related work.
TOTAL CLIN 0013: $
CLIN 014 – OPTION 12, Clean and Coat Caisson #3 Ballast and Trim Tanks:
Price for provision of all work associated with furnishing and installing a coating system on the interior surface of the Caisson No. 3 ballast and trim tanks, as indicated on the drawings, and all incidental and related work. CLIN 014 will not be awarded without also awarding CLIN 004.
TOTAL CLIN 014: $
CLIN 0015 – OPTION 13, Gallery Enclosure Concrete Repair Types A through E:
Price for provision of all work associated with concrete repairs in the gallery enclosures. Concrete repair work shall be as specified, and as approved by the Contracting Officer:
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 0015a |
| Concrete Repair Type A |
| 390 |
| SF |
| $_____ |
| $_____ |
| 0015b |
| Concrete Repair Type B |
| 336 |
| SF |
| $_____ |
| $_____ |
| 0015c |
| Concrete Repair Type C |
| 85 |
| EA |
| $_____ |
| $_____ |
| 0015d |
| Concrete Repair Type D |
| 198 |
| LF |
| $_____ |
| $_____ |
| 0015e |
| Concrete Repair Type E |
| 40 |
| EA |
| $_____ |
| $_____ |
TOTAL CLIN 0015: $
CLIN 0016 – OPTION 14, Alternative Rail Component Requirements:
Price for provision of all work associated with the requirement that all rail components are to be cast solid manganese steel and that fabricated components will not be acceptable. Bid Option cost shall represent the cost delta between providing all cast rail components and removing the base bid requirement that allows rail components to be fabricated.
TOTAL CLIN 0016: $
CLIN 0017 – OPTION 15, Alternative Rail Length Requirement:
Price for provision of all work associated with the requirement that all new rail shall be a minimum length of 80 feet and that the minimum length of 40 feet permitted in the base bid will not be acceptable. Bid Option cost shall represent the cost delta between providing minimum 80 foot rail and removing the base bid requirement that allows 40 foot rails.
TOTAL CLIN 0017: $
CLIN 0018 – OPTION 16, Concrete Slab between Train Rails and Train Rails and Common Rails:
Price for provision of all work associated with providing a reinforced concrete slab as shown on the drawings between train rails and between train rails and common rails. Bid Option cost shall represent the cost delta between providing the concrete slab and removing the pavement from the base bid.
TOTAL CLIN 0018: $
CLIN 0019 – OPTION 17, Dry Dock No. 1 Flood Lighting:
Price for provision of all work for the Dry Dock No. 1 flood lighting, including but not limited to removal and disposal of existing fixtures, removal and disposal of wire and conduits, removal of existing mounting brackets and turning them over the Government; providing lights, mounting brackets, conduit and wire as indicated on the drawings, and all incidental and related work.
TOTAL CLIN 0019: $
CLIN 0020 – OPTION 18, Berth 11 Bedrock Grouting:
Price for provision of all work associated with the bedrock grouting along Berth 11, as specified.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 0020a |
| Drilling Bedrock for Grouting at Berth 11 |
| 1,373 |
| LF |
| $_____ |
| $ |
| 0020b |
| Grouting Bedrock at Berth 11 |
| 2,300 |
| CF |
| $_____ |
| $ |
TOTAL CLIN 0020: $
CLIN 0021 – OPTION 19, Condensate Return System:
Price for provision of all work associated with furnishing and installing a condensate return (CR) system from Berth 2 to Building 347 to collect condensate from existing high pressure steam and condensate trap assemblies, and all incidental and related work.
TOTAL CLIN 0021: $
CLIN 0022 – OPTION 20, Transportable Substation:
Price for provision of all work associated with furnishing and installing a Transportable Substation. This price shall be complete to include associated general conditions/requirements, transportation, construction sequencing, demolition, site work, testing, and all incidental and related work.
TOTAL CLIN 0022: $
CLIN 0023 – OPTION 21, Replace Crane Rail Switches 55 and 56:
Price for provision of all work associated with furnishing and installing crane solid cast manganese rail switches to replace existing switches #55 and #56 on the north side of Dry Dock No. 1, as indicated on the drawings, and all incidental and related work.
TOTAL CLIN 0023: $
CLIN 0024 – OPTION 22, Early Completion Date Crane Rail Repairs at Headend of Dry Dock No. 1
Price for provision of all work associated with accelerating the crane rail repairs at the head end of Dry Dock No. 1, as indicated on the drawings, and all incidental and related work.
TOTAL CLIN 0024: $
CLIN 0025 – OPTION 23, Portal Crane Rail Improvements – Berth 11 Turnout:
Price for provision of all work associated with the portal crane rail improvements at the Berth 11 turnout, as specified.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 0025a |
| All work complete in accordance with the drawings and specifications for CLIN 0025 but not including the work indicated or specified under 0025b to 0025f. |
| 1 |
| LS |
| XXX |
| $_____ |
| 0025b |
| Demolition |
| 1 |
| LS |
| XXX |
| $_____ |
| 0025c |
| Micropiles – 10.75” diameter |
| 6,036 |
| LF |
| $_____ |
| $_____ |
| 0025d |
| Portal Crane Rail – Rails and Associated Hardware |
| 1 |
| LS |
| XXX |
| $_____ |
| 0025e |
| Portal Crane Rail - Support Beams, Pedestals and Pile Caps |
| 1 |
| LS |
| XXX |
| $_____ |
| 0025f |
| Portal Crane Rail - Frogs |
| 1 |
| EA |
| $_____ |
| $_____ |
TOTAL CLIN 0025: $
CLIN 0026 – OPTION 24, Portal Crane Rail Improvements – Dry Dock No. 1 Head End – North:
Price for provision of all work associated with the portal crane rail improvements at the head end of Dry Dock No. 1 on the north side, as specified.
| DESCRIPTION |
| ESTIMATED |
QUANTITY
| UNIT |
| UNIT PRICE |
| TOTAL PRICE |
| 0026a |
| Portal Crane Rail Head End North – Rails and Associated Hardware |
| 1 |
| LS |
| XXX |
| $_____ |
| 0026b |
| Portal Crane Rail Head End North – Roof Slab |
| 1 |
| LS |
| XXX |
| $_____ |
TOTAL CLIN 0026: $
CLIN 0027 – OPTION 25, Alternative Rail Component Requirements:
Price for provision of all work associated with the requirement that all rail components are to be cast solid manganese steel and that fabricated components permitted in the base bid will not be acceptable. Bid Option cost shall represent the cost delta between providing all cast rail components and removing the base bid requirement that allows rail components to be fabricated.
TOTAL CLIN 0027: $
CLIN 0028 – OPTION 26, Alternative Rail Length Requirement:
Price for provision of all work associated with the requirement that all new rail shall be a minimum length of 80 feet and that the minimum length of 40 feet permitted in the base bid will not be acceptable. Bid Option cost shall represent the cost delta between providing minimum 80 foot rail and removing the base bid requirement that allows 40 foot rails.
TOTAL CLIN 0028: $
CLIN 0029 – OPTION 27, Concrete Slab between Train Rails and Train Rails and Common Rails:
Price for provision of all work associated with providing a reinforced concrete slab as shown on the drawings between train rails and between train rails and common rails. Bid Option cost shall represent the cost delta between providing the concrete slab and removing the pavement from the base bid.
TOTAL CLIN 0029: $
1.2 Explanation of Bid Items
Explanation of P310 Bid Items
Total amount of Base Amount CLIN 001 shall provide the full project scope, excluding Bid Options defined below, complete in place in accordance with the drawings and specifications even if not specifically listed. Explanation of specific work items as defined as follows:
CLIN 00101: Dry Dock No. 1 Super Flood Basin - includes all P310 Base Bid Work not included in CLIN 00102 through 00114 and includes but is not limited to construction of the utilities, surface restoration, sluice gate, three (3) super flood pumps and cage assemblies, attachments and anchors for super flood pumps on the south closure walls (pumps will be installed on the south closure wall), safety cages and HDPE super flood piping, lighting, lighted warning signs, hotel services (sanitary sewer, fresh water, communications, shore power), fire protection, utility trenches, relocated Guard Shack; providing construction permitting fees, environmental mitigation, environmental monitoring, and archaeological monitoring and recordation, and all incidental and related work.
00101a: All work complete in accordance with the drawings and specifications for CLIN 00101 but not including the work indicated or specified under 00101b through 00101e.
00101b: Super Flood Pumps includes provision of all work associated with the Super Flood Pumps for the Dry Dock 1 Super Flood Basin includes provision of all work associated with the pumps, diesel engines, HDPE discharge piping, cages, attachment brackets, pipe supports on the South Closure Wall, and all incidental and related work.
00101c: Sluice Gate includes provision of all work associated with the sluice gate on the Entrance Structure including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the slide gate, actuator, anchors, supports, and all incidental and related work.
00101d: Relocated Guard Shack includes provision of all work associated with the relocation of the guard shack to Berth 3 including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the utilities, foundation, site restoration, pavement, and all incidental and related work.
00101e: Environmental Monitoring includes provision of all work associated with the environmental monitoring requirements including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the marine mammal, sturgeon monitoring, hydroacoustic monitoring, lobster mitigation, airborne sound monitoring, erosion control and water quality monitoring, cultural resources monitoring, and all incidental and related work.
CLIN 00102: South Closure Wall - includes but is not limited to construction of the south closure wall, cellular cofferdam, steel sheet pile combi-wall, tremie concrete backfill, curbs, top slabs, winches and fairleads, cleats, ramps, handrails, ladders, cleaning granite quay wall, utilities, lighting, lighted warning signs, poly fender strips, hotel services (sanitary sewer, fresh water, communications, shore power), and utility trenches, and all incidental and related work.
00102a: South Closure Wall Cellular Cofferdam Sheeting include provision of all work associated with the South Closure Wall cellular cofferdam sheet piling including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the steel sheet piling, templates, and all incidental and related work.
00102b: South Closure Wall Combi-Wall include provision of all work associated with the South Closure Wall combi-wall including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the combi-wall sheeting and piles, drilling and grouting dowels, scribed wall at quay wall, tie rods, wales, and all incidental and related work.
00102c: South Closure Wall Concrete Fill includes provision of all work associated with the concrete fill inside the cofferdam cell and between the combi-walls up to elevation 7.7 including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the concrete fill, and all incidental and related work. CLIN 00102 does not include the concrete fill inside the cofferdam cell identified on the drawings as P1074 concrete fill.
00102d: South Closure Wall Fender System includes provision of all work associated with the concrete curb and fender system on the South Closure Wall including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the poly fender rub strips and steel brackets, and all incidental and related work.
00102e: Steel Sheeting between Cellular Cofferdam and Entrance Structure include provision of all work associated with the South Closure Wall steel sheeting between the cellular cofferdam sheet piling and the entrance structure including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the steel sheet piling, templates, and all incidental and related work.
00102f: South West Closure Wall Concrete Deck and Ramps includes provision of all work associated with the decks and ramps for the South Closure Wall extending east to the west face of the Berth 1 and 2 cross over utility tunnel, including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the concrete deck (above elevation 7.7), concrete curbs, fill at existing quay wall, removal and disposal on concrete and granite blocks, ramps, removable railings, ladders, tide boards, and all incidental and related work.
00102g: South Closure Winch, Fairlead and Mooring Hardware includes provision of all work associated with the winch, fairlead and mooring hardware on the South Closure Wall including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the winch, winch cabinet, fairlead, winch and fairlead pedestals, cleats on the north face of the South Closure Wall, six cleats (at 40 feet on center) on the south face of the South Closure Wall, cleat pedestals, the modified cleat at the South Closure Wall-Berth 2 interface, anchors and all incidental and related work
00102h: South Closure Wall Cleaning Granite Quay Wall includes provision of all work associated with the cleaning granite quay wall at the Berth 1 and 2 nose to receive the concrete fill, including but not limited to furnishing labor, materials, tools, equipment and incidentals required for cleaning marine growth from granite blocks on quay wall, and all incidental and related work.
00102i: South Closure Wall Utility Services includes provision of all work associated with the utilities on the South Closure Wall extending east to the west face of the Berth 1 and 2 cross over utility tunnel, including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the utilities, service connections, utility trench, utility wall penetrations and seals, lighting, manholes, and all incidental and related work.
CLIN 00103: Entrance Structure - includes but is not limited to construction of the entrance structure, deck features, precast float in structure, drilled shafts, jacking and grouting of structure on drilled shafts, tremie concrete, steel sheet piling cut-off wall, cellular cofferdams, steel sheet pile wall, tremie concrete, facing concrete, top slabs, and cleats, and all incidental and related work.
00103a: Precast Entrance Structure includes provision of all work associated with the precast float-in Entrance Structure including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the casting, transporting and seating the precast structure; conduits in precast structure, struts, seat armoring steel, caisson seat panels, temporary mooring structures, leveling jacks, and all incidental and related work.
00103b: Steel Sheet Pile Cut-off Wall includes provision of all work associated with the steel sheet pile cut-off wall below the Entrance Structure including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the steel sheeting piling, cutting sheet piles, grouting the annulus between sheet piles and the Entrance Structure’s skirt, and all incidental and related work.
00103c: Drilled Shafts for Entrance Structure include provision of all work associated with the Drilled Shafts including but not limited to furnishing labor, materials, tools, equipment and incidentals required for drilling and concreting the rock sockets, furnishing and installing core steel, casing, cut off, CSL testing and all incidental and related work.
00103d: Entrance Structure Concrete Fill includes provision of all work associated with the concrete fill in the Entrance Structure including but not limited to furnishing labor, materials, tools, equipment and incidentals required for placing concrete in drilled shaft pockets, concrete fill in voids in bottom slab and wing walls, and all incidental and related work.
00103e: Entrance Structure Utility Services and Cast in Place Deck include provision of all work associated with the utilities and the cast in place concrete deck including but not limited to furnishing labor, materials, tools, equipment and incidentals required for electrical manholes, concrete deck, mooring cleats, and all incidental and related work.
CLIN 00104: West Closure Wall - includes but is not limited to construction of the west closure wall, steel sheet pile wall, concrete seal, fill, geotechnical instrumentation, winches and fairleads, cleats, ramps, handrails, utility services, lighting, and lighted warning signs, and all incidental and related work.
00104a: West Closure Wall Sheet Piles and Tie Rods include provision of all work associated with the West Closure Wall sheet piles and tie rods including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the steel sheet piling, toe pins (including sleeves, rock socket and grout), steel connection to entrance structure sheeting, steel connections to Berth 11, concrete plug at Berth 11, tie rods, tie rod sleeves, wales, and all incidental and related work.
00104b: West Closure Wall Fill includes provision of all work associated with the backfill between the sheeting including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the backfill, and all incidental and related work.
00104c: West Closure Wall Winch and Fairlead includes provision of all work associated with the winch and fairlead on the West Closure Wall including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the winch, winch cabinet, fairlead, winch and fairlead footing, anchors, and all incidental and related work.
00104d: West Closure Wall Utility Services includes provision of all work associated with the utilities on the West Closure Wall including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the utilities, lighting, manholes, and all incidental and related work.
00104e: West Closure Wall Instrumentation includes provision of all work associated with the geotechnical instrumentation for the West Closure Wall including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the inclinometers, DMPs, piezometers, casing, angle housing, grout, monitoring of instrumentation, and all incidental and related work.
CLIN 00105: Berth 1 Improvements - includes but is not limited to construction of the steel sheet pile wall, concrete fill at the toe of quay wall and at camel locations, coped steel cap pipe, bracing at top of wall, four (4) steel grate platforms, cleaning granite quay wall, and handrail, and all incidental and related work.
00105a: Berth 1 Steel Sheet Pile Wall includes provision of all work associated with the steel sheet pile wall in front of the Berth 1 quay wall including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the steel sheet piling, sheeting returns, shear studs, templates, coped steel cap pipe, bracing at top of wall, and all incidental and related work.
00105b: Berth 1 Concrete Fill and Deck Improvements includes provision of all work associated with the concrete fill and deck improvements at Berth 1 including but not limited to furnishing labor, materials, tools, equipment and incidentals required for concrete fill at the toe of the quaywall, concrete fill locally at the camel locations, four (4) steel grate platforms, handrails, rudder pit markings, and all incidental and related work.
00105c: Berth 1 Cleaning Granite Quay Wall includes provision of all work associated with the cleaning granite quay wall along Berth 1 for areas to receive the concrete fill including but not limited to furnishing labor, materials, tools, equipment and incidentals required for cleaning marine growth from granite blocks on quay wall, and all incidental and related work.
CLIN 00106: Berth 2 Improvements - includes but is not limited to construction of the modifications to Berth 2 fendering as shown on the drawings, cleaning granite quay wall and portable effluent tank platform, and all incidental and related work.
00106a: All work complete in accordance with the drawings and specifications for CLIN 00106 but not including the work indicated or specified under 00106b through 00106d:
00106b: Portable Effluent Tank Platform includes provision of all work associated with the Portable Effluent Tank Platform at Berth 2 including but not limited to furnishing labor, materials, tools, equipment and incidentals required for steel platform, drill and grout anchors, and all incidental and related work.
00106c: Fender Panel System includes provision of all work associated with the P310 fender panel system at Berth 2 including but not limited to furnishing labor, materials, tools, equipment and incidentals required for underwater survey, steel sheeting, anodes, tremie concrete, drilling and grouting anchors, drilling and grouting dowels, concrete cap, steel brackets, poly fender rub strips, and all incidental and related work.
00106d: Berth 2 Cleaning Granite Quay Wall includes provision of all work associated with the cleaning granite quay wall at Berth 2 for the P310 fender panels including but not limited to furnishing labor, materials, tools, equipment and incidentals required for cleaning marine growth from granite blocks on quay wall, and all incidental and related work.
CLIN 00107: Berth 11 Improvements includes provision for all work associated with the improvements to Berth 11, poly fendering rub strips, anchors for deck features, electrical feed to West Closure wall, service connections, and all incidental and related work.
00107a: All work complete in accordance with the drawings and specifications for CLIN 00107 but not including the work indicated or specified under 00107b:
00107b: Fender Rub Strips includes provision of all work associated with the fenders rub strips at Berth 11 including but not limited to furnishing labor, materials, tools, equipment and incidentals required for the steel brackets, cleaning existing pile flanges, poly fender rub strips, and all incidental and related work.
CLIN 00108: Berth 1 and Closure Wall Dredging includes provision for all work associated with the dredging for Berth 1, West Closure Wall, Entrance Structure and South Closure wall, including but not limited to furnishing labor, materials, tools, equipment and incidentals required for mobilization, testing, dredging, material testing, handling, hauling and disposal of dredge material, fees, post dredge survey, demobilization, turbidity curtain and sheeting at ASW intake, and all incidental and related work. Dredge sediment sampling and testing will be performed by others and the test results will be provided to the Contractor.
00108a: Berth 1 Dredging includes provision for all work associated with the dredging for Berth 1, including but not limited to furnishing labor, materials, tools, equipment and incidentals required for mobilization, testing, dredging, material testing, handling, hauling and disposal of dredge material, fees, hydrographic surveys, demobilization, and all incidental and related work.
00108b: South Closure Wall Dredging includes provision for all work associated with the dredging for Berth 1, including but not limited to furnishing labor, materials, tools, equipment and incidentals required for mobilization, testing, dredging, material testing, handling, hauling and disposal of dredge material, fees, hydrographic surveys, demobilization, and all incidental and related work.
00108c: Entrance Structure Dredging includes provision for all work associated with the dredging for Berth 1, including but not limited to furnishing labor, materials, tools, equipment and incidentals required for mobilization, testing, dredging, material testing, handling, hauling and disposal of dredge material, fees, hydrographic surveys, demobilization, and all incidental and related work.
00108d: West Closure Wall Dredging includes provision for all work associated with the dredging for Berth 1, including but not limited to furnishing labor, materials, tools, equipment and incidentals required for mobilization, testing, dredging, material testing, handling, hauling and disposal of dredge material, fees, hydrographic surveys, demobilization, and all incidental and related work.
00108e: ASW Turbidity Curtain System includes provision for all work associated with the temporary turbidity curtain system in front of the ASW intake at the head end of Berth 11, including but not limited to furnishing labor, materials, tools, equipment and incidentals required for steel sheet piling, turbidity curtains, curtain anchors and floats, and all incidental and related work.
P310 Crane Rail and Train Rail Delineation:
Piles and framing elements that support both Portal Crane Rail and Train Rail shall be delineated as follows and as shown on the drawings: Pile caps, piles, beams, piers and pedestals that support the 135# Common Rail where the rail is used for both crane rail and train rail are included with the corresponding Portal Crane Rail CLIN. All rail support piles for P310 are included in the appropriate Portal Crane Rail CLIN.
CLIN 00109: Portal Crane Berth 1 - includes but is not limited to construction of the portal crane rail system along Berth 1 from the west face of the Berth 1 and Berth 2 crossover utility tunnel to the existing portal crane rail on the south side of Dry Dock No. 1; providing support piles, support framing and pile caps, rail and associated hardware, and rail components, and all incidental and related work.
00109a: All work complete in accordance with the drawings and specifications for CLIN 00109 but not including the work indicated or specified under 00109b thru 00109f.
00109b: Micropiles - 10.75” diameter include provision of all work associated with the crane rail and train rail support piles along Berth 1 including but not limited to furnishing labor, materials, tools, equipment and incidentals required for installation of the piles, drilling, casing, core steel, grouting, pile testing, pile cut off, anchor plate and anchorage to the pile caps and beams, and all incidental and related work.
00109c: Portal Crane Rail – Rails and Associated Hardware includes provision of all work associated with crane rail and common rail (135# rail) along Berth 1 including but is not limited to furnishing labor, materials, tools, equipment and incidentals required for installation of the rail, hardware, splices, base plate, anchor and swedge bolts, grout, clips, concrete fill, rail guardrail S116, and all incidental and related work.
00109d: Portal Crane Rail – Support Beams, Pedestals and Pile Caps includes provision of all work associated with support beams, pedestals and pile caps along Berth 1 but is not limited to furnishing labor, materials, tools, equipment and incidentals required for installation of the reinforced concrete, beams, pedestals, pile caps, dowels, chipping down and preparing the top of the existing utility tunnel wall, Berth 1 and Berth 2 crossover utility tunnel roof modifications, and all incidental and related work.
00109e: Portal Crane Rail – Switches includes provision of all work associated with Switch S113 on Berth 1 including but is not limited to furnishing labor, materials, tools, equipment and incidentals required for installation of the cast or fabricated switches, base plates, anchor bolts, drains, grout, clips, connections to adjacent rails and concrete fill, and all incidental and related work.
00109f: Portal Crane Rail – Frogs includes provision of all work associated with Frog S109 including but is not limited to furnishing labor, materials, tools, equipment and incidentals required for installation of the cast or fabricated frog, base plates, anchor bolts, drains, grout, clips, connections to adjacent rails and concrete fill, and all incidental and related work.
CLIN 0010: Portal Crane South Closure Wall – includes but is not limited to construction of the portal crane rail system on the South Closure Wall from the Station 0+40 on the Crane Rail West Baseline to the west face of the Berth 1 and Berth 2 crossover utility tunnel; providing support piles, concrete mat, support framing and pile caps, rail and associated hardware, and rail components, and all incidental and related work.
00110a: All work complete in accordance with the drawings and specifications for CLIN 00110 but not including the work indicated or specified under…
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