Attachment_F_Rev._4-5.docx

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 0001 – P310 BASE PRICE: Price includes the following:

Price for the Total Amount for CLIN 0001 shall provide the full project scope, excluding P1074 Base Bid (CLIN 0002) and Bid Options (CLIN 0003 through 0019), complete and in place in accordance with the drawings and specifications even if not specifically listed below.

000101: 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 000101 shall be the Total Amount for CLIN 000101, but not including the work indicated or specified to be provided under any other CLIN.

QUANTITY

specifications for CLIN 000101 but not including the work indicated or specified under 000101b to 000101d.

Total 000101 (000101a – 000101d): $

000102: Berth 1 and Closure Wall Dredging:

Price for provision of all work for the dredging for Berth 1, West Closure Wall, Entrance Structure and South Closure wall.

Basis of Bid for CLIN 000102 shall be the Total Amount for CLIN 000102, but not including the work indicated or specified to be provided under any other CLIN.

Total 000102: $

000103: Repurposing of Caisson No. 3 Price for provision of all work for the repurposing of Caisson No. 3 for use at the Dry Dock No. 1 Super Flood Basin.

Basis of Bid for CLIN 000103 shall be the Total Amount for CLIN 000103, but not including the work indicated or specified to be provided under any other CLIN.

Total 000103: $

000104: Portal Crane Rail Provision of all work for P310 portal crane rail complete.

Basis of Bid for CLIN 000104 shall be the Total Amount for CLIN 000104, but not including the work indicated or specified to be provided under any other CLIN.

QUANTITY

Total 000104: $

000105: Train Rail:

Price for the provision of all work for P310 train rail complete for the 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.

Basis of Bid for CLIN 000105 shall be the Total Amount for CLIN 000105, but not including the work indicated or specified to be provided under any other CLIN.

Total 000105: $

000106: Dry Dock No. 1 Gallery Enclosures Price for the provision of all work for P310 gallery enclosures complete.

Basis of Bid for CLIN 000106 shall be the Total Amount for CLIN 000106, but not including the work indicated or specified to be provided under any other CLIN

QUANTITY

Total 000106: $

000107: 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 000107: $1,236,240.00

TOTAL CLIN 0001 (000101-000106): $

CLIN 0002 – P1074 BASE PRICE: Price includes the following:

Price for the Total Amount for CLIN 0002 shall provide the full project scope, excluding P310 Base Bid (CLIN 0001) and Bid Options (CLIN 0003 through 0019), complete and in place in accordance with the drawings and specifications even if not specifically listed below.

000201: Portal Crane Rail:

Provision of all work related to the crane rail installation as defined herein.

Basis of Bid for CLIN 000201 shall be the Total Amount for CLIN 000201, but not including the work indicated or specified to be provided under any other CLIN.

QUANTITY

Total 000201 (000201a – 000201d): $

000202: Train Rail:

Provision of all work related to the train rail installation as defined herein.

Basis of Bid for CLIN 000202 shall be the Total Amount for CLIN 000202, but not including the work indicated or specified to be provided under any other CLIN.

QUANTITY

000203: Access Tunnel:

Provision of all work for Access Tunnel.

Basis of Bid for CLIN 000203 shall be the Total Amount for CLIN 000203, but not including the work indicated or specified to be provided under any other CLIN.

QUANTITY

Total 000203 (000203a – 000203b): $

000204: 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 P1074 Base Bid work.

Total 000204: $97.92

TOTAL CLIN 0002 (000201-000204): $

CLIN 0003 – 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 0003: $

CLIN 0004 – OPTION 2, 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.

TOTAL CLIN 0004: $

CLIN 0005 – 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 0005: $

CLIN 0006 – 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 0006: $

CLIN 0007 – 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 0007 will not be awarded without also awarding CLIN 0006.

TOTAL CLIN 0007: $

CLIN 0008 – 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 0008 will not be awarded without also awarding CLIN 0007.

TOTAL CLIN 0008: $

CLIN 0009 – OPTION 7, Rock Excavation in Super Flood Basin – Zone 4:

000901: 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 000901 will not be awarded without also awarding CLIN 0008.

Basis of Bid for CLIN 000901 shall be the Total Amount for CLIN 000901, but not including the work indicated or specified to be provided under any other CLIN.

TOTAL 000901: $

000902: 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 000902 will not be awarded without also awarding CLIN 000901. 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 000902 shall be the Total Amount for CLIN 000902, but not including the work indicated or specified to be provided under any other CLIN.

TOTAL 000902: $

TOTAL CLIN 0009: $

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 (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, Mooring Hardware and Fender System on West Face of South and West Closure Walls:

Price for provision of all work associated with furnishing and installing nine (9) cleats and nineteen (19) fender panels along the west face of the South and West Closure Walls, on either side of the basin Entrance, as indicated on the drawings, and all incidental and related work.

TOTAL CLIN 0011: $

CLIN 0012 – OPTION 10, 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 0012: $

CLIN 0013 – OPTION 11, 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.

QUANTITY

TOTAL CLIN 0013: $

CLIN 0014 – OPTION 12, 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 0014: $

CLIN 0015 – OPTION 13, 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 0015: $

CLIN 0016 – OPTION 14, 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 0016: $

CLIN 0017 – OPTION 15, Replace Crane Rail Switches 55 and 56:

Price for provision of all work associated with furnishing and installing crane 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 0017: $

CLIN 0018 – OPTION 16, 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.

TOTAL CLIN 0018: $

CLIN 0019 – OPTION 17, 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 0019: $

1.2 Explanation of Bid Items

Explanation of P310 Bid Items

Total amount of Base Amount CLIN 0001 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 000101: Dry Dock No. 1 Super Flood Basin - includes all P310 Base Bid Work not included in CLIN 000102 through 000107 and includes but is not limited to construction of the south closure wall, entrance structure, west closure wall, improvements to Berth 1 and Berth 11, bedrock grouting along Berth 11, modifications to Berth 2 fendering as shown on the drawings, deck features and service connections; providing dredging, precast float in structure, drilled shafts, jacking and grouting of structure on drilled shafts, steel sheet piling facing, cellular cofferdams, steel sheet pile combi-wall, tremie concrete, facing concrete, top slabs, winches and fairleads, cleats, ramps, handrails, sluice gates, three (3) super flood pumps and cage assemblies, attachments and anchors for super flood pumps on both the south and west closure walls (pumps will be installed on the west closure wall), safety cages and HDPE super flood piping, lighting, lighted warning signs, poly fender strips, hotel services (sanitary sewer, fresh water, communications, shore power), utility trenches; providing steel sheeting and concrete fill along Berth 1, removal and disposal of curb, cleats and bollards at Berth 11 and Berth 1; providing construction permitting fees, environmental mitigation, environmental monitoring and archaeological monitoring and recordation.

000101a: All work complete in accordance with the drawings and specifications for CLIN 000101 but not including the work indicated or specified under 000101b through 000101d.

000101b: 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, Osterberg cell testing, CSL testing and all incidental and related work.

000101c: Drilling for Bedrock Grouting below Berth 11 Bulkhead include provision of all work associated with the drilling grout holes in the concrete seal at bottom of the existing King Pile Shutter Panel bulkhead and the bedrock below the bulkhead including but not limited to furnishing labor, materials, tools, equipment and incidentals required for drilling primary and secondary holes, and all incidental and related work.

000101d: Bedrock Grouting below Berth 11 Bulkhead include provision of all work associated with the grouting of the concrete seal and the bedrock below the existing King Pile Shutter Panel bulkhead including but not limited to furnishing labor, materials, tools, equipment and incidentals required for grouting of primary and secondary holes, and all incidental and related work.

CLIN 000102: 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, two (2) ASW bag filtration units and bag filters, and all incidental and related work.

CLIN 000103: Repurposing of Caisson No. 3 includes structural, mechanical piping, HVAC and electrical modifications to the existing caisson (caisson #3); performing an incline test on the existing caisson, UT testing, transport of the caisson from Shipyard to an off-site work location, removal and disposal of existing cleats, curbing, handrail, seal, and mechanical and electrical systems that are being replaced; providing new seals, drainage scuppers on the operations deck, handrails, coating of new elements, coating of areas within the caisson that are disturbed by the construction, testing and transport of completed caisson back to the Shipyard; and all incidental and related work.

CLIN 000104: Portal Crane Rail includes removal and disposal of existing concrete and crane rail; providing pile supported reinforced concrete pile caps, pedestals, piers and beams, excavation, crane rail, train rail, switches, frogs, end stops and miscellaneous rail components; providing backfill, utility modifications, storm drain system, site restoration, and incidental and related work. The P310 crane rail and train rail limits are defined below:

All crane rail along Berth 1 from Station 0+40 on the Crane Rail West Baseline on the south closure wall to the southwest corner of Dry Dock No. 1 where the rail is spliced to existing crane rail;

Crane rail along Berth 2 from Station 0+00 (switches S104/S106) to Station 5+12.24 on the Crane Rail Berth 2 Baseline;

All rail components except rail components specifically identified in other CLINs.

All pile caps, piles, beams, piers, pedestals and, 135# common rail where the rail is used for both crane rail and train rail are included with this CLIN.

All piles in pile caps that support both crane rail and train rail beams are included with this CLIN.

The work includes all work associated with micropile support piles as described herein.

000104a: All work complete in accordance with the drawings and specifications for CLIN 000104 but not including the work indicated or specified under 000104b.

000104b: Micropiles include provision of all work associated with the crane rail and train rail support piles 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, head and anchorage to the pile caps and beams, and all incidental and related work.

CLIN 000105: Train Rail includes removal and disposal of existing concrete and train rail; pedestals, beams, excavation, train rail, switches, frogs, end stops and miscellaneous rail components; providing backfill, utility modifications, storm drain system, site restoration, and incidental and related work. The P310 train rail limits are defined below:

All train rail along Berth 1 from Station 0+00 on the Train Rail Berth 1 Baseline to the southwest corner of Dry Dock No. 1 where the rail is spliced to existing train rail.

Rail Components S102, S105, S107, S108 and S113.

Train rail along Berth 2 to Station 1+64.57 (switch S110) on the Train Rail Spur Baseline (note: switch S110 is not included in this CLIN).

Train rail support beam, train rail pedestals, and 115# rail.

135# rail, pile caps, piles, beams, piers, pedestals that support the 135# common rail that is used for both crane rail and train rail are part of CLIN 000104 and is not included with this CLIN.

All piles in pile caps that support both crane rail and train rail beams are not included with this CLIN.

CLIN 000106: Dry Dock No. 1 Gallery Enclosures includes removal and disposal of existing steel platforms, posts and stairs; providing concrete fill above the alter, watertight concrete wall panels, stainless steel panels with watertight stainless-steel doors, grating at deck level, cleats, stairs removable handrails, six (6) removable work platforms, anchor assemblies for twelve (12) removable work platforms, curb infills, curb modifications and incidental and related work. The work includes all work associated with Concrete Repair Types A, B, C, D, and E as described herein.

000106a: All work complete in accordance with the drawings and specifications for CLIN 000106 but not including the work indicated or specified under 000106b through 000106f.

000106b: Concrete Repair Type A includes the price for all work associated with the repair of surfaces up to 1-1/2" deep. Work includes but is not limited to furnishing labor, materials, tools, equipment and incidentals required for saw cutting, local demolition, surface preparation, reinforcing, patching and curing, and all incidental and related work.

000106c: Concrete Repair Type B includes the price for all work associated with the repair of surfaces greater than 1-1/2" deep. Work includes but is not limited to furnishing labor, materials, tools, equipment and incidentals required for saw cutting, local demolition, surface preparation, reinforcing, patching and curing, and all incidental and related work.

000106d: Pipe Penetration Repair Type C includes the price for all work associated with the repair of pipe penetration sealants. Work includes but is not limited to furnishing labor, materials, tools, equipment and incidentals required for saw cutting, local demolition, surface preparation, reinforcing, patching and curing, and all incidental and related work.

000106e: Concrete Crack Repair Type D includes the price for all work associated with the repair of cracks in the deck, beams and pile caps. Work includes but is not limited to furnishing labor, materials, tools, equipment and incidentals required for routing the crack, cleaning, surface preparation, patching/sealing the crack, and all incidental and related work.

000106f: Abandoned Penetration Repair Type E includes the price for all work associated with the repair of abandoned penetrations either having or not having pipe, conduit, or sleeves. Work includes but is not limited to furnishing labor, materials, tools, equipment and incidentals required for saw cutting, coring concrete, local demolition, surface preparation, reinforcing, grouting, patching and curing, and all incidental and related work.

CLIN 000107: P310 Base Bid In Lieu Fee (ILF) Payment includes the price for the ILF compensation payment to be made by the Contractor to the State of Maine Department of Environmental Protection for the environmental impacts resulting from the base bid work.

Explanation of P1074 Bid Items

Total amount of Base Amount CLIN 0002 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 000201: Portal Crane Rail includes all P1074 Base Bid Work not included in CLIN 000202 through 000204 and includes but is not limited to removal and disposal of existing concrete, construction of utilities, rail and appurtences; providing concrete fill in cofferdams, pile supported reinforced concrete pile caps, pedestals, piers, dowels and beams, retaining walls, excavation, crane rail, train rail, switches, frogs, end stops and miscellaneous rail components; providing supplemental bollards and fender panels on Berth 2 as shown on the drawings; providing a pile supported elevated deck and relieving slab at the east end of Berth 2; anchors for service brows and PET service platforms; providing construction permitting fees, environmental mitigation, environmental monitoring and archaeological monitoring and recordation; providing rock excavation for crane rail and relieving slab construction, rock excavation for utility installation, backfill, utility modifications, mechanical and electrical work, lighting and lighted substations, storm drainage, site restoration, and all incidental and related work.

The P1074 crane rail limits are defined below:

Crane rail on the south closure wall from Station 0+00 to 0+40 on the Crane Rail West Baseline, including concrete fill in the cofferdam cells as indicated on the plans;

Crane rail along Berth 2 from Station 5+12.24 to Station 6+56.28 (east end of Berth 2) on the Crane Rail Berth 2 Baseline;

Crane rail spur from Station 0+00 to Station 3+21.14 on the Crane Rail Spur Baseline (including switches S117 and S118, frogs S119 and S124, and rail stops S101, S103, S120, S121, S122 and S123);

The P1074 crane rail improvements includes two sections of the dock side crane rail that crosses over the existing Dry Dock No. 1 utility tunnel roof at northeast and southeast corners of the dry dock; and crane rail from switches 55 and 56 at the northwest corner of Dry Dock No. 1 to the eastern most existing rail splices on the Berth 11 wharf deck;

All rail components for P1074 rail except rail components specifically identified in other CLINs and;

All pile caps, piles, beams, piers, pedestals and, 135# common rail where the rail is used for both crane rail and train rail are included with this CLIN.

The work includes all work associated with micropiles, rock excavation for crane rail beams and rock excavation for utilities as described herein.

000201a: All work complete in accordance with the drawings and specifications for CLIN 000201 but not including the work indicated or specified under 000201b to 000201d.

000201b: Micropiles include provision of all work associated with the crane rail and train rail support piles, and elevated deck support piles at the east end of Berth 2, 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, head and anchorage to the pile caps and beams, and all incidental and related work.

000201c: Micropiles include provision of all work associated with the relieving slab piles at the east end of Berth 2, 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, head and anchorage to the pile caps, and all incidental and related work.

000201d: Rock Excavation for utility installation includes the excavation and removal of bedrock that cannot be excavated with an excavator and as defined in the specifications, and incidental and related work. The work includes all work associated with rock excavation for utilities as described herein.

CLIN 000202: Train Rail includes removal and disposal of existing concrete, utilities, rail and appurtences; providing pile supported reinforced concrete pile caps, pedestals, piers, dowels and beams, retaining walls, excavation, crane rail, train rail, switches, frogs, end stops and miscellaneous rail components; providing supplemental bollards and fenders panels on Berth 2 as shown on the plans; providing a pile supported elevated deck and relieving slab at the east end of Berth 2; providing rock excavation, backfill, utility modifications, mechanical and electrical work, lighting and lighted substations, storm drainage, site restoration, and all incidental and related work.

The P1074 train rail limits are defined below:

All train rail from Station 0+00 on the Train Rail Spur Baseline, including switch S110 and frogs S111 and S112, to the rail splice in the Dry Dock Complex as shown on the drawings.

Train rail support beam, pedestals, piles, pile caps, slab, approach slab, ballast and ties rail, 115# rail to the limits shown on the drawings.

135# rail, pile caps, piles, beams, piers, pedestals that support the 135# common rail that is used for both crane rail and train rail are part of CLIN 00201 and is not included with this CLIN.

The work includes all work associated with micropiles, rock excavation for crane rail beams and rock excavation for utilities as described herein.

000202a: All work complete in accordance with the drawings and specifications for CLIN 000202 but not including the work indicated or specified under 000202b.

000202b: Micropiles include provision of all work associated with the train rail support piles, at the Berth 2 to Train Rail Spur turnout to the Dry Dock Complex as shown on the drawings, 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, head and anchorage to the pile caps and beams, and all incidental and related work.

CLIN 000203: Access Tunnel includes removal and disposal of existing concrete and utilities; providing personnel access tunnel, support of excavation, dewatering, excavation, backfill, micropiles, precast pile caps, precast tunnel sections, stainless steel tunnel liner, self-consolidating concrete (SCC) fill, cast-in-place tunnel roof, removable cover, handrails, temporary cover, duct bank relocation, surface restoration, modification of existing Dry Dock No. 1 utility tunnel, including utility rerouting, rerouting electrical duct banks, surface restoration, tunnel finishes (vinyl flooring, handrails, lighting, stairs, and all incidental and related work.

The work includes all work associated with micropiles as described herein.

000203a: All work complete in accordance with the drawings and specifications for CLIN 000203 but not including the work indicated or specified under 000203b.

000203b: Micropiles include provision of all work associated with the access tunnel support piles, 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, head and anchorage to the pile caps and beams, and all incidental and related work.

CLIN 000204: P1074 Base Bid In Lieu Fee (ILF) Payment includes the price for the ILF compensation payment to be made by the Contractor to the State of Maine Department of Environmental Protection for the environmental impacts resulting from the base bid work, and all incidental and related work.

1.3 Explanation of Bid Options:

Explanation of P310 Bid Options

CLIN 0003: Option 01 - Gallery Enclosure Steel Wall Panels includes the added price for all work associated with furnishing and installing stainless steel wall panels and all incidental and related work in lieu of cast-in-place concrete wall panels (note: this does not include the stainless steel panels with doors, which are included in the base bid or the cast in place return walls at the end of the galleries that will remain as concrete walls even if CLIN 003 is awarded).

CLIN 0004: Option 02- Clean and Coat Caisson No. 3 Ballast and Trim Tanks includes the added price for all work associated with removal and disposal of existing coating, blast cleaning, surface preparation, coating of structural framing and all exposed surfaces of walls, pumps, valves, pipes, fittings, tubes, guides and supports, and all incidental and related work.

CLIN 0005: Option 03 - Stainless Steel Super Flood Pipes includes fabrication and installation stainless steel piping for the super flood pumps and all incidental and related work in lieu of HDPE piping. Bid Option shall represent the cost increase of providing stainless steel pipe and removing HDPE pipe from the base bid.

CLIN 0006: Option 04 – Rock Excavation in the Super Flood Basin - Zone 1 includes the added price for all work associated with dredging, excavation, and removal of bedrock within the area identified on the contract drawings. The work includes all work associated with dredging of overburden to facilitate rock excavation. This work also includes development of all bedrock removal and blasting plans and specifications.

CLIN 0007: Option 05 – Rock Excavation in the Super Flood Basin - Zone 2 includes the added price for all work associated with dredging, excavation, and removal of bedrock within the area identified on the contract drawings. The work includes all work associated with dredging of overburden to facilitate rock excavation. CLIN 007 will not be awarded without first awarding CLIN 006.

CLIN 0008: Option 06 – Rock Excavation in the Super Flood Basin - Zone 3 includes the added price for all work associated with dredging, excavation, and removal of bedrock within the area identified on the contract drawings. The work includes all work associated with dredging of overburden to facilitate rock excavation. CLIN 008 will not be awarded without first awarding CLIN 007.

CLIN 0009: Option 07 – Rock Excavation in the Super Flood Basin - Zone 4 includes the added price for all work associated with dredging, excavation, and removal of bedrock within the area identified on the contract drawings. The work includes all work associated with dredging of overburden to facilitate rock excavation. CLIN 009 will not be awarded without first awarding CLIN 008.

CLIN 0010: Option 08 - Mooring Hardware on the South Face of the South Closure Wall includes the added price for all work associated with furnishing and installing five (5) additional cleats along the south face of the South Closure Wall (approximately STA 2+90 to 5+60), to reduce the cleat spacing from 40-ft on-center to 20-ft on-center, and all incidental and related work.

CLIN 0011: Option 09 – Mooring Hardware and Fender System on the West Face of the South and West Closure Walls includes the added price for all work associated with furnishing and installing nine (9) additional cleats and nineteen (19) additional fender panels along the west face of the South and West Closure Walls, on either side of the basin Entrance, and all incidental and related work.

CLIN 0012: Option 10 – Additional Removable Work Platforms includes the added price for all work associated with furnishing and installing six (6) additional removable work platforms, and all incidental and related work.

CLIN 0013: Option 11 – Additional Caisson Structural Steel Repairs includes the added price for all work associated with furnishing and installing, and removal and disposal of deteriorated steel, steel repairs, welding, surface preparation and coating, testing, and all incidental and related work. The location and extent of repairs will be based on the caisson hull plate and structure survey and ultrasonic thickness measuring report and corresponding repair schedule and as directed by the Contracting Officer.

Steel used in construction must be provided by a steel mill as listed on the current ABS Approved Steel Mill List and pre-approved by Contraction Officer. All steel repairs, except in way of permanent concrete ballast, must be insert plates. All insert plates shall be installed in accordance with AWS. Use of a doubler is permissible only when approved by the Contracting Officer. Minimize extent of disturbed area, protecting all surrounding surfaces. Prepare and coat new steel surfaces and disturbed steel areas, as specified.

CLIN 0014: Option 12 – Portable Effluent Tank (PET) Service Platform (B2-PP1) includes the added price for all work associated with furnishing and installing one (1) steel PET Service Platform, and all incidental and related work.

Explanation of P1074 Bid Options

CLIN 0015: Option 13 - Condensate Return System at Berth 1, Berth 2 and Dry Dock No. 1 to Building 347 includes the price for removal and disposal of portions of an existing utility tunnel between Dry Dock No. 1 and Building 347; providing utility tunnel between Dry Dock No. 1 and Building 347; providing all work associated with furnishing and installing a condensate return system in existing utility tunnels from Berth 2 and Berth 1 to Building 347, including but not limited to furnishing labor, materials, tools and, equipment required for installation of pipe, insulation, hangers, brackets, and all incidental and related work.

CLIN 0016: Option 14 - Transportable Substation includes the added price for all work associated with furnishing and installing the transportable substation, concrete pad, associated site work and all incidental and related work.

CLIN 0017: Option 15 - Replace Crane Rail Switches 55 and 56 includes the price for removal and disposal of existing switches 55 and 56 on the north side of Dry Dock No. 1, associated hardware and concrete fill; providing all work associated with furnishing and installing the switches as shown on the drawings, and all incidental and related work.

CLIN 0018: Option 16 - Replace Dock Side Crane Rail at Headend of Dry Dock No. 1 includes the price for removal and disposal of existing rail, associated hardware and concrete fill; providing all work associated with furnishing and installing crane rail as shown on the drawings. The limits of the rail replacement included in this option is the dockside rail between the 2 headend crane rail improvements as shown on the drawings, and all incidental and related work.

CLIN 0019: Option 17 – Early Completion Date Crane Rail Repairs at Headend of Dry Dock No. 1 includes all work under Option 16 and Base work associated with the two sections of the dock side crane rail that crosses over the existing Dry Dock No. 1 utility tunnel roof at northeast and southeast corners of the dry dock completed at an early date of March 1, 2021 in coordination with Milestone 5.

1.4 GENERAL NOTES

1. Submit offers using this Price Proposal Form and these Notes.

1. 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 CLINs 0003 through 0019 to the total price for CLINs 0001 and 0002. In accordance with FAR 52.217-5, evaluation of options will not obligate the Government to exercise the option(s).

1. The Government may reject an offer as nonresponsive if it is materially unbalanced as to prices for the basic requirement and the option quantities. An offer is unbalanced when it is based on prices significantly less than cost for some work and prices which are significantly overstated for other work.

1. A firm-fixed proposed price is required for all CLINs. No provision is made for economic price adjustment.

1. The Government reserves the unilateral right to award CLINs 0003 through 0019 to the Contractor at the proposed price within three hundred sixty-five (365) calendar days after contract award.

1. The performance period for the work required by base price shall be 850 (eight hundred fifty) calendar days from the date of award (includes 15 days for submission and approval of required bonds and insurance). If any or all of CLINs 0003 through CLIN 0019 are exercised, the contract completion date remains the same as that of the base price work (CLINs 0001 and 0002), as the work required by these options can be performed concurrent to the base work.

1. If CLIN 0003 through CLIN 0019 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.