Amendment 0013 - Price Proposal Form (rev).pdf

P381 Multi-Mission Dry Dock No. 1

Portsmouth Naval Shipyard, Kittery, ME Rev6

Document 00 41 00 Page 1

DOCUMENT 00 41 00

BID SCHEDULES – P381

01/07

PART 1 GENERAL

1.1 BASIS OF BIDS

This contract will be awarded as one lump sum with Options as required for specifically selected work. Unit Prices have been included for items where quantities are estimated, but unknown.

a. The low bidder for purposes of award will be determined as in Clause

"FAR 52.217-4, Evaluation of Options Exercised at Time of Contract

Award," of Section 00200, "Instructions to Bidders."

b. The minimum bid guarantee shall be 100 percent of the amount of CLIN

001a through 001L Base Amount.

c. If the options under CLINs 002 through 011 are exercised, additional bonding and consent of surety will be required. Consequently, the

Performance Bond shall reflect 100 percent of the contract price.

d. Options may be exercised at the time of award or within 365 calendar days after award by the Contracting Officer. A firm fixed bid price is required for Options. No provision is made for economic price adjustment. Method for evaluation for bids for award purposes is specified below.

e. In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid. If the bidder shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.

f. Any bid price for items indicated which are unbalanced as to price may be rejected as non-responsive. An unbalanced bid is one which is based on price significantly less than cost for some work and price which is significantly overstated for other work.

g. Quantities for Bid Items are defined based on the best available information. Should quantities differ for Bid Items defined by unit prices below, the cost associated by the difference (plus or minus) in quantities will be reconciled based on the unit price provided.

1.2 BID ITEMS WITH UNIT PRICES

1.2.1 Bid Schedule

This contract will be solicited with bid items and unit prices required for specifically selected work. A description of the bid items and schedule of the unit price work is contained in Standard Form 1442, "Solicitation, Offer and Award." See Contract Clauses, "FAR 52.212-11, Variation in Estimated

Quantity" and "FAR 52.236-16, Quantity Surveys."

Document 00 41 00 Page 2

CLIN Form eProjects # 1604959

The Total Amount for CLIN 001 shall provide the full project scope, excluding

Bid Options (CLIN 002 through CLIN 011), complete and in place in accordance with the drawings and specifications even if not specifically listed below.

CLIN 001 Multi-Mission Dry Dock No. 1

Provision of all work at the Multi-Mission Dry Dock No.1

CLIN 001 $___________________

Basis of Bid for CLIN 001 shall be the combined Total Amount for CLIN 001a through CLIN 001L, but not including the work indicated or specified to be provided under any other CLIN.

CLIN 001a Crane Rail Turnout

Provision of all work within the limits of the crane rail turnout area as indicated on the drawings.

Basis of Bid for CLIN 001a shall be the Total Amount for CLIN 001a, but not including the work indicated or specified to be provided under any other

CLIN.

CLIN Description Estimated

Quantity

Unit Unit Price Amount

001aa All work complete in accordance with the drawings and specifications for the provision of micropiles, reinforced concrete framing, rails and rail components for the crane rail system.

LS XXX $__________

001ab All work complete in accordance with the drawings and specifications for the provision of utilities within the crane rail location as indicated in the drawings, including demolition and

1 LS XXX $__________

Document 00 41 00 Page 3 relocation of existing utilities, but excluding the electrical substation at

Building 175.

001ac All work complete in accordance with the drawings and specifications for the provision of the substation at

Building 175, including its foundation.

1 LS XXX $__________

001ad Demolition of crane rail foundations and framing including the existing approximately 66” thick reinforced concrete slabs

9,100 SF $__________ $__________

001ae Obstructions encountered while completing work associated with

CLIN 001a

160 HRS $_________ $__________

CLIN 001a Subtotal $________________

CLIN 001b Superflood Basin Pre-Construction Site Preparation

Provision of all work for support of excavation for Berth 1, Berth 11, and

Berth 11 Endwall. Support of excavation work for the Utility Enclosure shall be included in CLIN 001j.

Basis of Bid for CLIN 001b shall be the Total Amount for CLIN 001b, but not

CLIN.

CLIN Description Estimated

Quantity

Unit Unit Price Amount

001ba All work complete in accordance with the drawings and specifications for support of excavation for

Berth 1 adjacent to the Superflood

Basin including selective demolition of the

Berth 1 granite quay wall.

1 LS XXX

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001bb All work complete in accordance with the drawings and specifications for support of excavation for

Berth 11 adjacent to the Superflood

Basin including the demolition of the existing berth 11 utility tunnel and the king pile / shutter panel wall.

001bc All work complete in accordance with the drawings and specifications for support of excavation for the

Berth 11 Endwall adjacent to the

Superflood Basin.

001bd Obstructions encountered while completing work associated with secant and tangent piles for CLIN 001b

300 HRS

001be Obstructions encountered while completing work associated with rock anchors for

CLIN 001b

300 HRS

001bf Grouting of existing berth 1 granite Quay wall to aid in drilling of secant piles

84 CY

CLIN 001b Subtotal $________________

CLIN 001c Excavation and Disposal of Overburden & Rock

Provision of all work for excavation and disposal of overburden and rock within the Dry Dock Basin, DD1N Entrance Structure, Berth 11, Dry Dock 1

Pumpwell and Utility Enclosure.

Basis of Bid for CLIN 001c shall be the Total Amount for CLIN 001c, but not

CLIN.

CLIN Description Estimated

Quantity

Unit Unit Price Amount

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CLIN 001d Drydock Drilled Shafts and Leveling Shafts

Provision of all work for construction of drilled shafts and leveling shafts

Basis of Bid for CLIN 001d shall be the Total Amount for CLIN 001d, but not

CLIN.

CLIN Description Estimated

Quantity

Unit Unit Price Amount

001da 6 ft diameter drilled shafts installed above rock complete in place with all casing, core steel, reinforcing and concrete fill as indicated on the drawings.

Quantity includes all testing.

954 LF $__________ $__________

001ca Excavation and disposal of

Overburden within the Dry Dock Basin

21,170

CY $__________ $__________

001cb Excavation and disposal of Rock within the Dry Dock

Basin

3,260

CY $__________ $__________

001cc Excavation and disposal of

Overburden at DD1N

Entrance Structure

3,700 CY $__________ $__________

001cd Excavation and disposal of Rock at DD1N Entrance

Structure

1,000 CY $__________ $__________

001ce Excavation and disposal of

Overburden at Berth

10,650 CY $__________ $__________

001cf Excavation and disposal of

Overburden at Dry

Dock 1 Pumpwell and

Utility Enclosure

4,000 CY $__________ $__________

CLIN 001c Subtotal $________________

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001db 6 ft diameter drilled shafts within rock complete in place with all rock drilling, core steel, reinforcing and concrete fill as indicated on the drawings.

1260 LF $__________ $__________

001dc 7 ft diameter drilled shafts installed above rock complete in place with all casing, core steel reinforcing and concrete fill as indicated on the drawings.

Quantity includes all testing.

46 LF $__________ $__________

001dd 7 ft diameter drilled shafts within rock complete in place with all rock drilling, core steel, reinforcing and concrete fill as indicated on the drawings.

254 LF $__________ $__________

001de 9 ft diameter drilled shafts installed above rock complete in place with all casing, core steel, reinforcing and concrete fill as indicated on the drawings.

Quantity includes all testing.

910 LF $__________ $__________

001df 9 ft diameter drilled shafts within rock complete in place with all rock drilling, core steel, reinforcing, and concrete fill as indicated on the drawings.

1145 LF $__________ $__________

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001dg Leveling shafts complete in place in accordance with the drawings and specifications for leveling shafts.

CLIN 001d Subtotal $________________

CLIN 001e Utility Enclosure

Provision of all work for the Utility Enclosure as shown on drawings US001–

UR701, within the 5 ft line of the Enclosure, above elevation -8.28 exclusive of the structural foundation elements. The support of excavation and structural foundation elements for the Utility Enclosure shall be included in

CLIN 001j.

Basis of Bid for CLIN 001e shall be the Total Amount for CLIN 001e, but not

CLIN.

CLIN Description Estimated

Quantity

Unit Unit Price Amount

001ea All work complete in accordance with the drawings and specifications for

Utility Enclosure exclusive of the foundations.

1 LS XXX $__________

001eb All work complete in accordance with the drawings and specifications for

Utility Enclosure electrical equipment and distribution systems as indicated on drawings UE001-

UE608.

1 LS XXX $__________

001ec All work complete in accordance with the drawings and specifications for

Utility Enclosure mechanical equipment and distribution systems as indicated on drawings UM001-

UP701.

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CLIN 001e Subtotal $________________

CLIN 001f Precast Monolith Construction

Provision of all work for manufacture, transport, placement, and connections of precast monolith segments.

Basis of Bid for CLIN 001f shall be the Total Amount for CLIN 001f, but not

CLIN.

CLIN Description Estimated

Quantity

Unit Unit Price Amount

001fa All work complete in accordance with the drawings and specifications for manufacture of precast monolith segments.

1 LS XXX $__________

001fb All work complete in accordance with the drawings and specifications for transport and placement of precast monolith segments onto drilled shafts.

1 LS XXX $__________

001fc All work complete in accordance with the drawings and specifications for connections of precast monolith segments to shafts and placement of closure sections and walls.

CLIN 001f Subtotal $________________

CLIN 001g Electrical Utilities / Relocations / Temporary Services

Provision of all work for construction of electrical utilities not included in the Utility Enclosure CLIN 001e, Pump Station CLIN 001i, or Crane Rail

Turnout CLIN 001a, including: lighting, power distribution, communications, and heat trace; relocations of existing electrical utilities; and provision of temporary services during construction.

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Basis of Bid for CLIN 001g shall be the Total Amount for CLIN 001g, but not

CLIN.

CLIN Description Estimated

Quantity

Unit Unit Price Amount

001ga All work complete in accordance with the drawings and specifications for new electrical utilities.

1 LS XXX $__________

001gb All work complete in accordance with the drawings and specifications for relocation of existing electrical utilities.

1 LS XXX $__________

001gc All work complete in accordance with the drawings and specifications for provision of temporary electrical utility services during construction.

1 LS XXX $0

CLIN 001g Subtotal $________________

CLIN 001h Mechanical Utilities / Relocations / Temporary Services

Provision of all work for construction of mechanical utilities not included in the Utility Enclosure CLIN 001e, Pump Station CLIN 001i, Crane Rail

Turnout CLIN 001a. Systems include water, compressed air, high pressure compressed air, nitrogen, wheeler, steam and condensate return, pure water, ship cooling water, fire protection; relocations of existing mechanical utilities; and provision of temporary services during construction.

Basis of Bid for CLIN 001h shall be the Total Amount for CLIN 001h, but not

CLIN.

CLIN Description Estimated

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001ha All work complete in accordance with the drawings and specifications for mechanical utilities.

1 LS XXX $__________

001hb All work complete in accordance with the drawings and specifications for relocation of existing mechanical utilities.

1 LS XXX $__________

001hc All work complete in accordance with the drawings and specifications for provision of temporary mechanical utility services during construction.

CLIN 001h Subtotal $________________

CLIN 001i Pump Station

Provision of all work for the Pump Station as indicated on drawings PS001 through PI705, within the 5 ft line of the Station, above elevation -46.43 exclusive of the precast monoliths, connecting concrete, concrete walls, and concrete fill required as part of the structural drydock construction. The structural drydock construction elements shall be included in CLIN 001f.

Basis of Bid for CLIN 001i shall be the Total Amount for CLIN 001i, but not

CLIN.

CLIN Description Estimated

Quantity

Unit Unit Price Amount

001ia All work complete in accordance with the drawings and specifications for

Pump Station, excluding dewatering, drainage, and ship cooling water pumps.

1 LS XXX $__________

001ib Dewatering pumps, as specified in the drawings and specifications.

3 Each $__________ $__________

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001ic Drainage pumps, as specified in the drawings and specifications.

4 Each $__________ $__________

001id Ship cooling water pumps, as specified in the drawings and specifications.

4 Each $__________ $__________

CLIN 001i Subtotal $________________

CLIN 001j Existing Pump Station Tie-In

Provision of all work for tie-in of the new drydock center wall to the existing Dry Dock 1 pumpwell and Utility Enclosure support of excavation and structural foundation. Work includes: support of excavation, foundation elements for water cut off, dewatering, Utility Enclosure support of excavation and structural foundation, and selective demolition of existing structures.

Basis of Bid for CLIN 001j shall be the Total Amount for CLIN 001j, but not

CLIN.

CLIN Description Estimated

Quantity

Unit Unit Price Amount

001ja All work complete in accordance with the drawings and specifications for the Existing Pump

Station Tie-In.

1 LS XXX $__________

001jb Obstructions encountered while completing work associated with CLIN

001j

500 HR $__________ $__________

CLIN 001k Site Civil Work

Provision of all site civil work for the project, including site drainage, paving, grading, utilities systems including water, sewer, electrical and communications ductbanks and manhole structures, and associated site features not included in the Crane Rail Turnout CLIN 001a.

Basis of Bid for CLIN 001k shall be the Total Amount for CLIN 001k, but not

CLIN.

CLIN Description Estimated

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001k All work complete in accordance with the drawings and specifications for site civil work.

CLIN 001L Dry Dock 1N Entrance Structure

Provision of all work for construction of DD1N entrance structure, including demolition and removal of West Closure Wall, Temporary cofferdam construction and removal, entrance structure foundation, and new entrance structure. This

CLIN shall include coordination with the manufacturer of the Government-supplied caisson.

Basis of Bid for CLIN 001L shall be the Total Amount for CLIN 001L, but not

CLIN.

CLIN Description Estimated

Quantity

Unit Unit Price Amount

001La All work complete in accordance with the drawings and specifications for

DD1N entrance structure, including coordination and certification of

Government-supplied caisson.

1 LS XXX $__________

001Lb Demolition of the existing West

Closure Wall structure.

1 LS XXX $__________

001Lc Provision of

Temporary steel floating box cofferdam for

Superflood.

CLIN 001L Subtotal $________________

1.2.2 Bid Options

The P381 contract will be solicited with options required for specifically selected work. A description of the options and schedule of the unit price work is contained in Standard Form 1442, "Solicitation, Offer and Award."

Document 00 41 00 Page 13

CLIN Options Form

CLIN 002 Option for Pure Water Equipment Located Within the Utility Enclosure

Basis of Bid for CLIN 002 shall be the addition of the following work complete:

Provision of all work associated with the Pure Water Equipment within the

Utility Enclosure as described on drawings UM207, UM504, and UM601, UM604, UM606, UM712,UM713, UM807, US103, and US104 and in specification section 33 20

00, including all incidental and related work.

CLIN 002 $________________

CLIN 003 Option for High Pressure Air System Located Within the Utility

Enclosure

Basis of Bid for CLIN 003 shall be the addition of the following work complete:

Provision of all work associated with the High Pressure Air System components within the Utility Enclosure, as described on drawings UM103, UM203, UM601

UM604, UM707, and US102 and in specification section 22 15 13.00 20, including all incidental and related work.

CLIN 003 $________________

CLIN 004 Option for Ship Cooling Water Submersible Pump Alternate Materials

Basis of Bid for CLIN 004 shall be the addition of the following work complete:

Additional cost for provision of all work associated with Ship Cooling Water

Submersible Pump Alternate Materials, as described in specification Section 23

64 40 Submersible Pumps for Ship Cooling Water Table 1B.

CLIN 004 $________________

CLIN 005 Option for Drainage Pump Alternate Materials

Basis of Bid for CLIN 005 shall be the addition of the following work complete:

Additional cost for provision of all work associated with Drainage Pump

Alternate Materials, as described in specification section 35 45 02.00 10

Submersible Pump, Axial-Flow and Mixed-Flow Type for Dry Dock Drainage and Ship

Cooling Water Systems Table 1B.

CLIN 005 $________________

Document 00 41 00 Page 14

CLIN 006 Option for Chemical-Free Water Treatment With Tower Basin Filtration

System

Basis of Bid for CLIN 006 shall be the addition of the following work complete:

Provision of all work associated with the Treatment System, as described in specification sections 23 25 00 (Treatment of Water for Mechanical Systems) in the paragraph entitled Chemical-Free Water Treatment With Tower Basin Filtration

System.

CLIN 006 $________________

CLIN 007 Option for Prison Annex Renovation for Storage Space

Basis of Bid for CLIN 007 shall be as follows:

Deduction from Base Bid (CLIN 001) for Contractor’s renovation and use of the

Prison Annex, as described in the drawings for Site Alternatives. If no deduction, enter -0-.

CLIN 007 $________________

CLIN 008 Option for Prison Space Laydown Area

Basis of Bid for CLIN 008 shall be as follows:

Deduction from Base Bid (CLIN 001) for Contractor’s use of the Prison Space

Laydown Area, as described in the drawings for Site Alternatives. If no deduction, enter -0-.

CLIN 008 $________________

CLIN 009 Option for Building 191 Renovation for Office and Housing

Basis of Bid for CLIN 009 shall be as follows:

Deduction from Base Bid (CLIN 001) for Contractor’s renovation and use of

Building 191 for Office and/or Housing, as described in the Design-Build Request for Proposal located in Spec Appendix F. If no deduction, enter -0-.

CLIN 009 $________________

CLIN 010 Option for Henderson Point Additional Space – Quarters S Demolition

Basis of Bid for CLIN 010 shall be as follows:

Deduction from Base Bid (CLIN 001) for Contractor’s demolition of Quarters S for additional Contractor space, as described on the drawings for Site Alternatives.

If no deduction, enter -0-.

CLIN 010 $________________

Document 00 41 00 Page 15

CLIN 011 Option for Contractor Enclave Within CIA

Basis of Bid for CLIN 011 shall be as follows:

Deduction from Base Bid (CLIN 001) for Contractor’s creation and use the

Contractor Enclave Within CIA, as described on the drawings for Project Phasing.

CLIN 011 $________________

1.2.3 Explanation of 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 001: Multi-Mission Dry Dock No. 1 - includes all Base Bid Work included in CLINs 001a through 001L and includes, but is not limited to, construction of crane rail turnout; support of excavation along Berth 11, 1, Berth 11 end wall; excavation and disposal of overburden and rock;

construction of drilled and leveling shafts; construction of Utility

Enclosure; manufacture, transportation, and installation of precast monoliths; temporary and permanent electrical, mechanical, and site civil elements required for functional dry docks; construction of new pump station

Construction of Dry Dock 1N Entrance Structure; providing construction permitting fees, marine mammal monitoring and SHPO monitoring and recordation.

CLIN 001a Crane Rail Turnout

Provision of all work within the limits of the crane rail turnout area as indicated on the drawings.

Crane rail work for CLIN 001a shall be as indicated in CLINs 001aa through 001ad below, but not including the work indicated or specified to be provided under any other CLIN.

001aa: Provision for all work complete in accordance with the drawings and specifications for crane rail work includes the provision of the foundation and framing systems including excavation, micropiles, reinforced concrete framing, rails and rail components for the crane rail system and all incidental and related work. The P381 crane rail limits are defined below:

- All crane rail for turnout to the east of the new Utility Enclosure.

001ab: Provision for all work complete in accordance with the drawings and specifications for of crane rail area utility work includes excavation, backfilling, demolition and relocation of existing utilities for provision of new utilities including but not limited to electrical and communication duct banks and cable, sanitary sewer line, Document 00 41 00 Page 16 drain line and all incidental and related work. Portions of the work occurs in or adjacent to zone 1 soils as indicated on the drawings.

All excavation work in this area shall be performed in accordance with zone 1 soil requirements as specified in specification section 31 23

00.20 Excavation and Fill. This CLIN excludes the electrical

substation at Building 175 and its concrete foundation.

001ac: Provision for all work complete in accordance with the drawings and specifications for the new electrical substation adjacent to existing Building 175, including its elevated reinforced concrete foundation, cabling and duct banks to/from the substation, and all incidental and related work.

001ad: Provision for all work complete in accordance with the drawings and specifications for demolition of existing crane rail foundations and framing. Work includes demolition of existing timber piles, steel

H piles, existing 66” thick reinforced concrete slabs, concrete electrical ductbanks attached to the concrete slabs, selective demolition of the existing Dry Dock 1 utility tunnel and all incidental and related work.

001ae: Provisions for removing, bypassing or breaking up obstructions encountered while completing the work associated with CLIN 001a.

Obstructions shall be as defined by Specification Section 31 68 14.

CLIN 001b Superflood Basin Pre-Construction Site Preparation

001ba: Provision for all work complete in accordance with the drawings and specifications for support of excavation for Berth 1 adjacent to the Superflood Basin. Work includes selective demolition of the Berth

1 granite quay wall, grouting of the quay wall, placement of the secant piles and rock anchors, and removal of granite blocks and cuttings and

001bb: Provision for all work complete in accordance with the drawings and specifications for support of excavation for Berth 11 adjacent to the Superflood Basin. Work includes the demolition of the existing berth 11 precast concrete utility tunnel and the King Pile / shutter panel wall and associated tie-back anchors, removal and replacement of existing fill material behind the king pile / shutter panel wall, and placement of the new tangent and closure piles, shear pins, jet columns, and all incidental and related work. Excavation and disposal of overburden for Berth 11 as shown on BE103 shall be included in CLIN

001c.

001bc: Provision for all work complete in accordance with the drawings and specifications for support of excavation for the Berth 11 Endwall adjacent to the Superflood Basin. Work includes new secant piles and

001bd: Provisions for removing, bypassing or breaking up obstructions encountered while completing the work associated with secant and tangent piles for CLIN 001b. Obstructions shall be as defined by

Specification Sections 31 66 16.

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001be: Provisions for removing, bypassing, or breaking up obstructions encountered while completing the work associated with rock anchors for

CLIN 001b. Obstructions shall be as defined by Specification Sections

31 68 13.

CLIN 001c Excavation and Disposal of Overburden & Rock

Provision of all work for mechanical excavation and disposal of overburden and rock for Dry Dock Basin, DD1N Entrance Structure, Berth

11, Dry Dock 1 Pumpwell and Utility Enclosure areas as defined on

Drawings BE103 and BE104.

001ca: Provision for all work complete in accordance with the drawings and specifications for overburden excavation includes the price for all work associated with excavation, removal and disposal of overburden material to the neat line limits within the Dry Dock Basin area identified on contract drawing BE103. Dredging for overburden removal includes provision of all work associated with the testing, removal, disposal and post-dredge bathymetry of the dredge area, and all

001cb: Provision for all work complete in accordance with the drawings and specifications for rock excavation includes the price for all work associated with excavation, removal and disposal of bedrock by mechanical means, and dredge material within the Dry Dock Basin area identified on contract drawing BE103. The work includes all work associated with dredging for rock excavation and rock excavation to the neat line limits shown on the contract drawings. Dredging for rock excavation includes provision of all work associated with the testing, removal, disposal and post-dredge bathymetry of the dredge area required for rock excavation as shown on the drawings, and all

001cc: Provision for all work complete in accordance with the drawings work associated with excavation, removal and disposal of overburden material to the neat line limits within the DD1N Entrance Structure area identified on contract drawing BE103. Dredging for overburden removal includes provision of all work associated with the testing, removal, disposal and post-dredge bathymetry of the dredge area, and

001cd: Provision for all work complete in accordance with the drawings and specifications for rock excavation includes the price for all work associated with excavation, removal and disposal of bedrock by mechanical means, and dredge material within the DD1N Entrance

Structure area identified on contract drawing BE103. The work includes all work associated with dredging for rock excavation and rock excavation to the neat line limits shown on the contract drawings.

Dredging for rock excavation includes provision of all work associated with the testing, removal, disposal and post-dredge bathymetry of the dredge area required for rock excavation as shown on the drawings, and

001ce: Provision for all work complete in accordance with the drawings

Document 00 41 00 Page 18 work associated with excavation, removal and disposal of overburden material to the neat line limits within the Berth 11 area identified on the contract drawing BE103. Excavation for overburden removal includes provision of all work associated with the testing, removal, disposal, and all incidental and related work.

001cf: Provision for all work complete in accordance with the drawings work associated with excavation, removal and disposal of overburden material to the neat line limits within the Dry Dock 1 Pumpwell and

Utility Enclosure areas identified on contract drawing BE104.

Excavation for overburden removal includes provision of all work associated with the testing, removal, disposal, and all incidental and related work.

CLIN 001d Drydock Drilled Shafts and Leveling Shafts

Drilled Shafts for drydocks 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, testing, and all incidental and related work.

001da: Provision for all work complete in accordance with the drawings and specifications for construction of the portion of 6-ft diameter drilled shafts installed above rock complete in place with all casing, reinforcing, core steel, and concrete fill. All testing of shafts including, but not necessarily limited to, Osterberg cell testing and

CSL testing shall be included as part of this work.

001db: Provision for all work complete in accordance with the drawings and specifications for construction of the portion of 6-ft diameter drilled shafts installed within rock complete in place with all rock drilling, reinforcing, core steel, and concrete fill.

001dc: Provision for all work complete in accordance with the drawings and specifications for construction of the portion of 7-ft diameter drilled shafts installed above rock complete in place with all casing, reinforcing, core steel, and concrete fill. All testing of shafts

001dd: Provision for all work complete in accordance with the drawings and specifications for construction of the portion of 7-ft diameter

001de: Provision for all work complete in accordance with the drawings and specifications for construction of the portion of 9-ft diameter drilled shafts installed above rock complete in place with all casing, reinforcing, core steel, and concrete fill. All testing of shafts

001df: Provision for all work complete in accordance with the drawings and specifications for construction of the portion of 9-ft diameter

Document 00 41 00 Page 19

001dg: Provision for all work complete in accordance with the drawings and specifications for construction of leveling shafts complete in place in accordance with the drawings and specifications for leveling shafts located under the dry dock monoliths.

CLIN 001e Utility Enclosure

Provision of all work for the Utility Enclosure as shown on drawings

US001– UR701, within the 5 ft line of the Enclosure, above elevation -

8.28 exclusive of support of excavation and structural foundation elements. The support of excavation and structural foundation elements for the Utility Enclosure shall be included in CLIN 001j.

The Utility Enclosure located at the head end of DD1N will house mechanical and electrical facilities required to support the new Dry

Docks. Mechanical systems include HVAC, plumbing, ship cooling water, compressed air, pure water, and nitrogen. The enclosure will house the major electrical equipment for P-381.

001ea: Provision for all work complete in accordance with the drawings and specifications for construction of the Utility Enclosure exclusive of support of excavation and structural foundation elements included in

CLIN 001j and work included in 001eb and 001ec.

001eb: Provision for all work complete in accordance with the drawings and specifications for Utility Enclosure electrical equipment and distribution systems as indicated on drawings UE001-UE608.

001ec: Provision for all work complete in accordance with the drawings and specifications for Utility Enclosure mechanical equipment and distribution systems as indicated on drawings UM001-UP701.

CLIN 001f Precast Monolith Construction

Provision of all work for manufacture, transport, placement, and connections of precast monolith segments.

001fa: Provision for all work complete in accordance with the drawings and specifications for construction of precast monolith segments including, but necessarily limited to, all formwork, reinforcement, concrete, waterstops, connections, and testing.

001fb: Provision for all work complete in accordance with the drawings and specifications for transport and placement of precast monolith segments onto drilled shafts including leveling of monoliths on leveling pads.

001fc: Provision for all work complete in accordance with the drawings and specifications for connections of precast monolith segments to the

6-ft and 9-ft diameter drilled shafts including, but not limited, placing reinforcement, tremie concrete, tremie grout. Work also includes placement of connecting concrete between monoliths and

Document 00 41 00 Page 20 construction of all concrete walls required to form Dry Dock 1 North and Dry Dock 1 West.

CLIN 001g Electrical Utilities / Relocations / Temporary Services

Provision of all work for construction of electrical utilities not included in the Utility Enclosure CLIN 001e, Pump Station CLIN 001i, and Crane Rail Turnout CLIN 001a. Systems include, but are not limited to: security and area lighting, power distribution, shore and industrial power, winch power, caisson and crane heater outlets, telecommunications, SCADA metering, grounding, security cameras, fire detection and heat trace; relocations of existing electrical utilities;

and provision of temporary services during construction.

001ga: Provision for all work complete in accordance with the drawings and specifications for electrical utilities including, but not necessarily limited to, security and area lighting, power distribution, shore and industrial power, winch power, caisson and crane heater outlets, telecommunications, SCADA metering, grounding, security cameras, fire detection and heat trace.

001gb: Provision for all work complete in accordance with the drawings and specifications for electrical relocations including, but not necessarily limited to, electrical duct banks, lighting, fire detection and reporting.

001gc: Provision for all work complete in accordance with the drawings and specifications for electrical temporary services including, but not necessarily limited to, security and area lighting, power distribution, shore and industrial power, telecommunications, and grounding.

CLIN 001h Mechanical Utilities / Relocations / Temporary Services

Provision of all work for construction of mechanical utilities not included in the Utility Enclosure CLIN 001e, Pump Station CLIN 001i, and Crane Rail Turnout CLIN 001a, Site Civil Work CLIN 001k. Systems include, but are not limited to: compressed air, compressed air, high pressure compressed air, nitrogen, wheeler, steam and condensate return, pure water, fresh water, ship cooling water, sanitary sewer, fire protection; relocations of existing mechanical utilities; and provision of temporary services during construction.

001ha: Provision for all work complete in accordance with the drawings and specifications for mechanical utilities including, but not necessarily limited to, ship cooling water, compressed air, high pressure compressed air, nitrogen, pure water, sanitary sewer, fresh water, and fire protection.

001hb: Provision for all work complete in accordance with the drawings and specifications for relocation of existing mechanical utilities including, but not necessarily limited to, storm drainage, cooling

Document 00 41 00 Page 21 water, fire protection, fresh water, sanitary sewer, high pressure steam, compressed air and high-pressure air.

001hc: Provision for all work complete in accordance with the drawings and specifications for temporary mechanical utility services during construction including, but not necessarily limited to storm drainage, fresh water, sanitary sewer, high pressure steam, compressed air and high-pressure air.

CLIN 001i Pump Station

Provision of all work for the Pump Station as indicated on drawings

PS001 through PI705 within the 5 ft line of the Station, above elevation -46.43 exclusive of the precast monoliths, connecting concrete, concrete walls, and concrete fill required as part of the structural drydock construction. The structural drydock construction elements shall be included in CLIN 001f.

The Pump Station will be located on the west end of the center wall between DD1N and DD1W and is designed for housing and supporting the dry dock pump systems including dewatering, drainage, and auxiliary sea water systems. Electrical switch gear and associated electrical equipment, HVAC, plumbing, and compressed air systems are also included as part of this work.

001ia: Provision for all work complete in accordance with the drawings and specifications for construction of Pump Station excluding dewatering, drainage, and ship cooling water pumps.

001ib: Provision for all work complete in accordance with the drawings and specifications for installation of dewatering pumps, including, but not necessarily limited to three mixed flow type pumps, two primary and one standby, with constant speed AC motors. Install new dewatering discharge piping, butterfly valves, knife gate valves, and slide gates all with electric actuators, instrumentation, and controls.

001ic: Provision for all work complete in accordance with the drawings and specifications for installation of drainage pumps including, but not necessarily limited to three submersible pumps, two primary and one standby, with constant speed AC motors. Each pump will have ball check valves, inlet piping, discharge piping, and gate valves with electric actuators.

001id: Provision for all work complete in accordance with the drawings and specifications for installation of ship cooling water pumps including but not necessarily limited to four submersible, rail mounted, vertical turbine pumps with associated electrical valve actuators, inlet piping and outlet piping.

CLIN 001j Existing Pump Station Tie-In

Provision of all work complete in accordance with the drawings and specifications for tie-in of the new drydock center wall to the existing Dry Dock 1 pumpwell and Utility Enclosure support of

Document 00 41 00 Page 22 excavation and structural foundation. Work includes: support of excavation, foundation elements for water cut off, dewatering, Utility

Enclosure support of excavation and structural foundation, and selective demolition of existing structures. Excavation and disposal of overburden associated with the Dry Dock 1 Pumpwell and Utility

Enclosure shall be included in CLIN 001c. Description of work shown on drawings BP101-BP501, BY101/102, BY501, CD106, YS119-YS122, YS353-

YS357, and YS641.

001jb: Provisions for removing, bypassing or breaking up obstructions encountered while completing the work associated with CLIN 001j.

Obstructions shall be as defined by Specification Sections 31 63 26.01 and 31 66 16.

CLIN 001k Site Civil Work

Provision for all work complete in accordance with the drawings and specifications for all site work for the project, including site drainage, paving, grading, utilities systems including fresh water, sanitary sewer, high pressure steam, compressed air, high pressure air, electrical and communications duct banks and manhole structures, and crane rails systems and associated site features not included in the

Crane Rail Turnout CLIN 001a.

CLIN 001L Dry Dock 1N Entrance Structure

Provision of all work for construction of DD1N entrance structure, including, but not necessarily limited to, demolition and removal of

West Closure Wall, Temporary cofferdam construction and removal, entrance structure foundation, and manufacturer and installation of new entrance structure. Excavation and disposal of overburden and rock associated with the DD1N entrance structure shall be included in CLIN

001c. This CLIN shall include coordination with the Government-supplied caisson manufacturer.

001La: Provision for all work complete in accordance with the drawings and specifications for construction of DD1N entrance structure, including but not limited to, coordination and certification of

Government-supplied caisson; fabrication, transportation, and installation of Dry Dock 1N Entrance structure; entrance structure foundation work not included in CLIN 001d .

001Lb: Provision for all work complete in accordance with the drawings and specifications for demolition of West Closure Wall including, but not necessarily limited to, demolition of cofferdam cells inclusive of sheet pile, structural supports, concrete deck, fill material, and other elements associated with the West Closure Wall.

001Lc: Provision for all work complete in accordance with the drawings and specifications for temporary steel floating box cofferdam shall include all work associated with final design, construction, transport, installation, ballast, and removal of the temporary steel floating box cofferdam at the location of the DD1N Entrance Structure. Work shall also include construction of foundation and abutments require for

Document 00 41 00 Page 23 placement of the temporary cofferdam not included in 001Lb or CLIN

001d.

1.2.4 Explanation of Bid Options:

CLIN 002: Option for Pure Water Equipment Located Within the Utility

Basis of Bid for CLIN 002 shall be the addition of the following work complete:

specifications associated with the Pure Water Equipment within the

Utility Enclosure as described on drawings UM207, UM504, and UM601, UM604, UM606, UM712, UM713, and UM807 and in specification section 33

20 00, including all incidental and related work.

CLIN 007 includes all work associates with the pure water facility which consists of a packaged pretreatment system (sand filters, activated carbon filters, flow meter, ion exchange duplex water softening system and a conductivity meter); filters; piping; 316L stainless steel tanks; centrifugal pumps controlled by VFDs.

CLIN 003: Option for High Pressure Air System Located Within the Utility

Basis of Bid for CLIN 003 shall be the addition of the following work specifications for associated with the High Pressure Air System components within the Utility Enclosure, as described on drawings

UM103, UM203, UM601 UM604, and UM707 and in specification section 22 15

13.00 20, including all incidental and related work.

CLIN 003 includes all work associate with the high pressure air system including, but not limited to, air compressors, air cooled intercoolers with knock out bottles, automatic timed condensate blow down system, condensate collection tank, muffler, temperature and pressure gauges each stage, aftercooler with moisture separator, primary purification rack, pressure vessels, and control panel. All the above is skid mounted on a fabricated steel base.

CLIN 004: Option for Ship Cooling Water Submersible Pump Alternate Materials

Basis of Bid for CLIN 004 shall be the addition of the following work

Provision for of all work associated with Ship Cooling Water

Submersible Pump Alternate Materials, as described in specification

Section 23 64 40 Submersible Pumps for Ship Cooling Water Table 1B.

CLIN 005 Option for Drainage Pump Alternate Materials

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Basis of Bid for CLIN 005 shall be the addition of the following work specifications associated with Drainage Pump Alternate Materials, as described in specification section 35 45 02.00 10 Submersible Pump, Axial-Flow and Mixed-Flow Type for Dry Dock Drainage and Ship Cooling

Water Table 1B.

CLIN 006 Option for Chemical-Free Water Treatment with Tower Basin Filtration

System

Basis of Bid for CLIN 006 shall be the addition of the following work:

specifications associated with the Treatment System, as described in specification sections 23 25 00 (Treatment of Water for Mechanical

Systems) in the paragraph entitled Chemical-Free Water Treatment With

Tower Basin Filtration System.

CLIN 006 includes all work associate with the central cooling tower system for each dry dock. Each central system will include three (3) towers, sump tanks, pumps, and filtration systems. The work shall also include the cross connection between the two system and elements required for the use of river water and fresh water for backup purposes.

The new cooling tower system will be housed at the site in a new

Utility Enclosure constructed at the head end of DD1N. The towers will be located on the roof of this enclosure and the support equipment will be located directly below the towers on the third floor and include the remote cooling tower sumps, pumps, and accessories.

CLIN 007: Option for Prison Annex Renovation for Storage Space

Basis of Deduction for CLIN 007 shall be the following:

Provision for all work complete for Contractor’s renovation and use of the Prison Annex, as described in the Design-Build Request for Proposal located in Spec Appendix F.

CLIN 007 includes all work associated with the renovation of the southwest annex of Building 93 (Prison Annex) for the Contactor’s use of the Annex for dry storage of his materials or equipment.

CLIN 008: Option for Prison Space Laydown Area

Basis of Deduction for CLIN 008 shall be the following:

specifications for Contractor’s use of the Prison Space Laydown Area, as described in the drawings for Site Alternatives.

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CLIN 008 includes all work associated with development of the prison point (aka Sullivan point) for use by the Contractor. Work shall include, but not necessarily be limited to, site grading; construction of temporary and permanent stormwater system; and site restoration.

CLIN 009: Option for Building 191 Renovation for Office and Housing

Basis of Deduction for CLIN 009 shall be the following:

Provision for all work complete for Contractor’s renovation and use of

Building 191 for Office and/or Housing, as described in the Design-

Build Request for Proposal located in Spec Appendix F.

CLIN 009 includes all work necessary to renovate the existing four-store building if the Contractor choses to use the building for its offices and/or worker housing. Work may include, but not necessarily limited to, final design of work; demolition of utilized floors including removal and replacement of all flooring, non-structural partition and perimeter walls; new ceilings, mechanical/HVAC, electrical, and plumbing systems; and removal of asbestos tiles and mastic as described in the Design-Build Request for Proposal located in

Specification Appendix F.

CLIN 010: Option for Henderson Point Additional Space – Quarters S Demolition

Basis of Deduction for CLIN 010 shall be the following:

specifications for Contractor’s demolition of Quarters S for additional

Contractor space, as described on the drawings for Site Alternatives.

CLIN 010 includes all work associated with development of Henderson

Point for use by the Contractor. This work shall include, but necessarily be limited to, demolition of Quarters S house and garage;

removal of containers currently onsite; demolition and reinstallation of existing utility infrastructure; removal of pavement; site grading;

construction of temporary collection and treatment system for industrial wastewater; and construction of stormwater system as required by the contract drawings and specifications.

CLIN 011: Option for Contractor Enclave Within CIA

Basis of Deduction for CLIN 011 shall be the following:

specifications for Contractor’s creation and use of the Contractor

Enclave Within CIA, as described on the drawings for Project Phasing.

CLIN 011 includes all work associated with construction of the contractor enclave within the CIA. The work associated with this option includes, but is not necessarily limited to, the construction of temporary high-security fence and gates, turnstiles, and ferry landing as required by the contract drawings and specifications.

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