W912DS-10-B-0011 Amendment 0002.pdf

W16ROE01600662

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The Purpose of this modification is to:

1. add, revise and reissue plans

2. delete, add, revise and reissue specs

3. revise and reissue section 00800 in its entireity

4. revise the bid scheduale

5. answ er questions to prospective bidders for informational purposes only

6. Bid Opening Date remains unchanged as 19 August 2010 at 2:00 PM local time.

Bidders must acknow ledge receipt of this amendment by the date specif ied in the solicitation (or as amended) by one of the follow ing methods. In the space provided on the SF1442, by separate letter, or by telegram, or by signing the block 15 below FAILURE TO ACKNOWLEDGE AMENDMENTS BY THE DATE AND TIME SPECIFIED MAY RESULT IN REJECTION OF YOUR BID IN ACCORDANCE WITH THE

LATE BID, LATE MODIFICATIONS OF BIDS OR LATE WITHDRAWAL OF BIDS (FAR 14.304).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 43

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 29-Jul-2010

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DS-10-B-0011

X 9B. DATED (SEE ITEM 11)

01-Jul-2010

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

29-Jul-2010

CODE

US ARMY CORPS OF ENGINEERS, NEW YORK

26 FEDERAL PLAZA, RM 1843

NEW YORK NY 10278-0090

W912DS 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DS-10-B-0011

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

CLIN 0001

The CLIN extended description has changed from All work to remove and dispose of the existing single span bridge including the bridge deck, sidewalk and parapet and utilities located on the bridge; Utilize existing substructure (abutments) and wing walls to construct a new raised/widen bridge; raise 1,050 linear feet of approach road including portions of Green Brook Road East and Route 22 Ramp C; construct roadway drainage improvements (inlets, pipe etc,), 85 linear feet of additional wingwall, 270 linear feet of retaining wall and guide rail; demolition and disposal of the residential structure located on Lot 1, Block 71-A and installation of soil erosion and sediment control measures, guide rail, sidewalk and curb replacement, tree removal, landscaping and paving along portions of Green Brook Road, Green Brook Road East and Route 22 Ramp C, in accordance with the drawings and specifications, but not including Item No 0002 - Item No 0008 on this bid schedule. to SEBRINGS MILLS ROAD BRIDGE AND APPROACH ROADS All work to remove and dispose of the existing single span bridge including the bridge deck, sidewalk and parapet and utilities located on the bridge;

Utilize existing substructure (abutments) and wing walls to construct a new raised/widen bridge; raise 1,050 linear feet of approach road including portions of Green Brook Road East and Route 22 Ramp C; construct roadway drainage improvements (inlets, pipe etc,), 85 linear feet of additional wingwall, 270 linear feet of retaining wall and guide rail; demolition and disposal of the residential structure located on Lot 1, Block 71-A and installation of soil erosion and sediment control measures, guide rail, sidewalk and curb replacement, tree removal, landscaping and paving along portions of Green Brook Road, Green Brook Road East and Route 22 Ramp C, in accordance with the drawings and specifications, but not including Item No 0002 - Item No 0008 on this bid schedule..

CLIN 0009

The CLIN extended description has changed from LEVEE (STATION 20+65 TO 29+30) AND PUMP STATIONAll work to construct linear feet of full levee embankment and 65 linear feet of 2.5:1 side slope beyond the levee, toe ditch, drainage structure with motorized sluice gate, headwall, outlet protection and 100 cfs Pump Station including, the pump discharge channel, sluice gate, slide gates, flap valves, trash rack, debris screen, (2) 50 cfs submersible pumps, 1-story pump station control building with generator and electrical room; installation of landscaping, erosion control measures, paving of the access road and top of levee, guide rail, generator, electrical and telephone lines and electrical & mechanical equipment, in accordance with the drawings, specifications. to LEVEE (STATION 20+65 TO 29+30) AND PUMP STATIONAll work to construct 865 linear feet of full levee embankment and 65 linear feet of 2.5:1 side slope beyond the levee, toe ditch, drainage structure with motorized sluice gate, headwall, outlet protection and 100 cfs Pump Station including, the pump discharge channel, sluice gate, slide gates, flap valves, trash rack, debris screen, (2) 50 cfs submersible pumps, 1-story pump station control building with generator and electrical room; installation of landscaping, erosion control measures, paving of the access road and top of levee, guide rail, generator, electrical and telephone lines and electrical & mechanical equipment, in accordance with the drawings, specifications.FOB: Destination.

CLIN 0011

The CLIN extended description has changed from NEW JERSEY AMERICAN WATER LOTS 19 & 20, BLOCK 70-FAll work required to remove and abandon in-place New Jersey American Water Collection and Distribution Lines as directed within the contractors working limits (Lots 19 & 20, Block 70-F)Allowance amount of $100,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs." to New Jersey Department of Environmental Protection (NJDEP), Somerset County, Middlesex County, Borough of

Middlesex and Green Brook Township Liability Insurance. The amount bid will be the maximum amount payable.

Actual payment will be based on actual costs..

CLIN 0013

The CLIN extended description has changed from FLOODWALL - COMPOSITE WALL (STATION 5+48.81 TO 9+63.72) All work to construct 415 linear feet of composite floodwall supported on an H-Pile/sheet pile foundation, toe ditch, two drainage structures with motorized sluice gates, headwalls, electric lines and installation of landscaping, and erosion control measures in accordance with the drawings and specifications. to FLOODWALL

- COMPOSITE WALL (STATION 5+48.81 TO 9+63.72)All work to construct 415 linear feet of composite floodwall supported on an H-Pile/sheet pile foundation, toe ditch, two drainage structures with motorized sluice gates, headwalls, electric lines and installation of landscaping, and erosion control measures in accordance with the drawings and specifications..

CLIN 0015

The CLIN extended description has changed from New Jersey Department of Environmental Protection (NJDEP),Somerset County, Middlesex County, Borough of Middlesex and Green Brook Township Liability Insurance. The amount bid will be the maximum amount payable. Actual payment will be based on actual costs. to Cost to include payment for utility costs related to pumping station facility for duration of 1 year. Allowance amount of $6,000 to be included in bid as shown and not changed. This amount shall not be changed. Actual payment will be based on actual costs..

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Lump Sum Base Bid Item

FFP

SEBRINGS MILLS ROAD BRIDGE AND APPROACH ROADS

All work to remove and dispose of the existing single span bridge including the bridge deck, sidewalk and parapet and utilities located on the bridge; Utilize existing substructure (abutments) and wing walls to construct a new raised/widen bridge; raise 1,050 linear feet of approach road including portions of Green Brook Road East and Route 22 Ramp C; construct roadway drainage improvements (inlets, pipe etc,), 85 linear feet of additional wingwall, 270 linear feet of retaining wall and guide rail; demolition and disposal of the residential structure located on Lot 1, Block 71-A and installation of soil erosion and sediment control measures, guide rail, sidewalk and curb replacement, tree removal, landscaping and paving along portions of Green Brook Road, Green Brook Road East and Route 22 Ramp C, in accordance with the drawings and specifications, but not including Item No 0002 - Item No 0008 on this bid schedule.

FOB: Destination

MILSTRIP: W16ROE01600662

PURCHASE REQUEST NUMBER: W16ROE01600662

NET AMT

0002 1 Lump Sum Base Bid

FFP

Design, disconnect, remove, install and reconnect 12-inch permanent - New Jersey American water line and connections. Allowance amount of $160,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs.

FOB: Destination

$160,000.00

0003 1 Lump Sum Base Bid

FFP

Design, disconnect, remove, install and reconnect 8-inch permanent - PSE&G gas line. Allowance amount of $110,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs.

$110,000.00

0004 1 Lump Sum Base Bid

FFP

Design, installation and connection of permanent - Verizon telephone line and service connections. Allowance amount of $290,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs.

$290,000.00

0005 1 Lump Sum Base Bid

FFP

Modification, inspection and testing of a PARSA sewer manhole on Green Brook Road East just east of the intersection with Green Brook Road. Allowance amount of $25,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs.

$25,000.00

0006 1 Lump Sum Base Bid

FFP

Design, installation and connection of permanent PSE&G electric line and service connections. Allowance amount of $410,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs.

$410,000.00

0007 1 Lump Sum Base Bid

FFP

Design, installation and connection of permanent Cablevision line and service connections. Allowance amount of $60,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs.

$60,000.00

0008 1 Lump Sum Base Bid

FFP

US GEOLOGICAL SURVEY

All work to relocate Flood warning system Stream flow gaging equipment.

Allowance amount of $50,000 to be included in bid as shown and not changed.

Actual payment will be based on actual costs.

$50,000.00

0009 1 Lump Sum OPTION Option 1

FFP

LEVEE (STATION 20+65 TO 29+30) AND PUMP STATION

All work to construct 865 linear feet of full levee embankment and 65 linear feet of 2.5:1 side slope beyond the levee, toe ditch, drainage structure with motorized sluice gate, headwall, outlet protection and 100 cfs Pump Station including, the pump discharge channel, sluice gate, slide gates, flap valves, trash rack, debris screen, (2) 50 cfs submersible pumps, 1-story pump station control building with generator and electrical room; installation of landscaping, erosion control measures, paving of the access road and top of levee, guide rail, generator, electrical and telephone lines and electrical & mechanical equipment, in accordance with the drawings, specifications.

0010 1 Lump Sum OPTION Option 2

FFP

INTERIM LEVEE TIE-OFF STATION 0+00 TO 0+80

All work to construct interim levee tie-off including stone layered gabion protection of the interior slope; and installation of landscaping and erosion control measures in accordance with the drawings and specifications.

0011 1 Lump Sum OPTION Option 3

FFP

New Jersey Department of Environmental Protection (NJDEP), Somerset County, Middlesex County, Borough of Middlesex and Green Brook Township Liability Insurance. The amount bid will be the maximum amount payable. Actual payment will be based on actual costs.

0012 1 Lump Sum OPTION Option 4

FFP

FLOODWALL - T-WALL (STATION 9+63.72 TO 19+00)

All work to construct 937 linear feet of floodwall including micropile foundation, toe ditch, five drainage structures with motorized sluice gates, headwalls, electric lines and installation of landscaping, and erosion control measures in accordance with the drawings and specifications.

0013 1 Lump Sum OPTION Option 5

FFP

FLOODWALL - COMPOSITE WALL (STATION 5+48.81 TO 9+63.72)

All work to construct 415 linear feet of composite floodwall supported on an H- Pile/sheet pile foundation, toe ditch, two drainage structures with motorized sluice gates, headwalls, electric lines and installation of landscaping, and erosion control measures in accordance with the drawings and specifications.

0014 1 Lump Sum OPTION Option 6

FFP

FLOODWALL - COMPOSITE WALL (STATION 1+04.4 TO 5+48.81) and I-Wall (Station 0+36 TO 1+04.4) All work to construct 445 linear feet of composite floodwall supported on an H- Pile/sheet pile foundation, 69 linear feet of I-wall floodwall, toe ditch, two drainage structures with motorized sluice gates, headwalls, electric lines and installation of landscaping and erosion control measures in accordance with the drawings and specifications.

0015 1 Lump Sum OPTION Option 7

FFP

Cost to include payment for utility costs related to pumping station facility for duration of 1 year. Allowance amount of $6,000 to be included in bid as shown and not changed. This amount shall not be changed. Actual payment will be based on actual costs.

$6,000.00

0016 Lump Sum Option 8

FFP

Work to include grass cutting and grass maintenance of all the easement areas in accordance with the drawings and specifications for 1 year. Contractor should assume 5 grass cuts are required.

CLIN 0016 is added as follows:

0016 Lump Sum Option 8

FFP

Work to include grass cutting and grass maintenance of all the easement areas in accordance with the drawings and specifications for 1 year. Contractor should assume 5 grass cuts are required.

The following have been added by full text:

AMENDMENT 0002

TOTAL AMOUNT

TOTAL BASE BID AMOUNT (CLINS 0001-0008) $____________

TOTAL OPTIONAL BID ITEMS (CLINS 0009-0016) $____________

TOTAL BASE PLUS OPTIONS $____________

NOTES

1. The low bidder for purposes of award will be the conforming responsible bidder offering the lowest amount for the Total Base Bid Amount and Optional Bid Amount for all Items.

2. Any bid which is materially unbalanced as to the price for the Base Bid Item and Optional Items may be rejected. An unbalanced bid is one which is based on prices significantly less than cost for some work and prices significantly overstated for other work.

3. Bidders are required to bid on all items or their bids will be rejected.

4. Bidders are reminded that they must bid on the issued plans and specifications as amended. Any deviations conditions or attachments made by the bidders thereto may render the bid non-responsive and be cause for its rejection.

5. If awarded, the Optional Bid Items shall be awarded as follows:

6. Option #1, Bid Item No. 0009, LEVEE (STATION 20+65 TO 29+30) AND PUMP STATION to be awarded within 180 calendar days from issuance of the Base Bid NTP date. An additional 180 calendar days will be added to contract and work shall be completed within 910 calendar days of the Base Bid NTP date.

7. Option #2, Bid Item No. 0010, INTERIM LEVEE TIE-OFF to be awarded within 270 calendar days from issuance of the Base Bid NTP date. An additional 270 calendar days will be added to contract and work shall be completed within 1000 calendar days of the Base Bid NTP date.

8. Option #3, Item No. 0011, LIABILITY INSURANCE for New Jersey Department of Environmental Protection (NJDEP), Somerset County, Middlesex County, Borough of Middlesex and Green Brook Township to be awarded within 60 days from issuance of the Bid Base NTP date. No additional time will be added to contract.

9. Option #4, Bid Item No. 0012 FLOODWALL - T-WALL (STATION 9+63.72 TO 19+00) to be awarded within 240 calendar days from issuance of the Base Bid NTP date. An additional 240 calendar days will be added to contract and work shall be completed within 970 calendar days of the Base Bid NTP date.

10. Option #5, Bid Item No. 0013 FLOODWALL - COMPOSITE WALL (STATION 5+48.81 TO 9+63.72) to be awarded within 310 calendar days from issuance of the Base Bid NTP date. An additional 310 calendar days will be added to contract and work shall be completed within 1,040 calendar days of the Base Bid NTP date.

11. Option #6, Bid Item No. 0014, FLOODWALL - COMPOSITE WALL (STATION 1+04.4 TO 5+48.81) and I-Wall (Station 0+36 TO 1+04.4) to be awarded within 365 days from issuance of the Bid Base NTP date. An additional 365 calendar days will be added to contract and work shall be completed within 1095 calendar days of the Base Bid NTP date.

12. Option #7, Bid Item No. 0015,Utility costs for pumping facility to be awarded within 730 calendar days from issuance of the Bid Base NTP date. No Additional time will be added to the contract.

13. Option #8, Bid Item No. 0016, Grass cutting and maintenance in all of the easement areas. To be awarded within 730 calendar days from issuance of the Base Bid NTP date. No additional time will be added to the contract.

Green Brook Flood Damage Reduction Project Segment B-1 Sebrings Mills Road Bridge, Floodwall, Levee and Pump Station

AMENDMENT #0002

IFB NO. W912DS-10-B-0011

1. The following changes were made to the plans:

1. The following plan sheets have been added: S-533, S-306, S-534 and E-604.

2. The Following Plan Sheets have been revised and reissued: GI 001, GI 002, GI 003, GI 005, GI

006, B-102, B-103, B-104, B-105, B-604, B-605, CS402, CS403, C-101, C-102, C-104, C-105, C-106, C-201, C-202, C-301, C-302, C-303, C-304, C-305, C-306, C-307, C-308. C-309, C-310.

C-311, C-312, C-313, C-314, C-501, C-502, C-503, C-504. C-505, C-506, C-507, C-508, C-509, CD101, CG501, CG101, CG102. CG103, CG104, CG105. CG106, C-315, C-316, C-317, CP-

101, CT-101, CU-101, CT-501, CT-502, CT506, CS101, C-107, C-108, C-329, C-330, C-331, C- 510, C-512, C-513, C-514, C-515, C-517, C-519, C-520, C-523, C-524, C-526, C-527, C-528, C- 531, C-532, C-533, C-534, L-101, L-102, L-103, L-104, L-105, L-106, LP001, LP002, S-001, S- 002, S-101, S-102, S-201, S-401, S-402. S-301, S-502, S-701, S-702, S-703. S-704, S-705, S- 103, S-504. S-505, S-602, S-403, S-404, S-405, S-406, S-407, S-507. S-508, S-408, S-409, S- 410, S-411, S-202, S-302, S-509, S-510, S-511, S-512, S-414, S-415, S-416, S-417, S-418, S- 419, S-420, S-421, S-422, S-423, S-423, S-424. S-425, S-426, S-427, S-303, S-513, S-514, S- 519, S-520, S-521, S-523, S-524. S-525, S-526, S-106, S-107, S-108, S-304, S-305, S-527, S- 530, S-531, S-110, S-532, S-528. A-101, A-201, A-202, A-301, A-501, A-601, M – 001, M –

101. M – 501, M – 601, E – 001, E – 101, E – 102, E – 103, E – 401, E – 402, E – 403, E – 404, E – 501, E – 503, E – 601, E – 602, E – 603.

2. The following changes were made to the specifications:

1. The following Specs have been deleted: 01 31 10.00 18 PROJECT SCHEDULE: BAR CHART, 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC, 23 08 00.00.10

COMMISSIONING OF HVAC SYSTEMS 31 62 16.16 STEEL H-PILES.

2. The following Specs have been added: SECTIONS 00 90 01 SUPPLEMENTARY

SPECIFICATIONS FOR FEDERAL AID PROGRAMS, 01 32 01.00 10 PROJECT SCHEDULE

31 63 36 NSTALLATION OF SOLDIER PILES FOR I-WALL, 28 16 01.00 10 SMALL

INTRUSION DETECTION SYSTEM.

3. Revise and reissue the following specifications: 00 10 00 BID SCHEDULE, 00 80 00 SPECIAL

CONTRACT REQUIREMENTS, 00 90 02 APPENDIX A PROJECT ITEM NUMBERS,

SECTIONS 01 12 00.00 18 DESIGN AND RECORD DRAWING REQUIREMENTS, 01 33

00.00 18 SUBMITTAL PROCEDURES, 01 35 26 GOVERNMENTAL SAFETY

REQUIREMENTS, 01 35 45.00 10 CHEMICAL DATA QUALITY CONTROL, 01 45 02.00 18

QUALITY CONTROL SYSTEM (QCS), 01 45 04.00 18 CONTRACTOR QUALITY

CONTROL, 01 45 20.00 18 TESTING FOR MECHANICAL AND ELECTRICAL SYSTEMS

01 45 30.00 18 CONTRACTOR WARRANTY MANAGEMENT, 01 74 19 CONSTRUCTION

AND DEMOLITION WASTE MANAGEMENT 01 78 00.00 18 CLOSEOUT SUBMITTALS,

01 78 23.00 18 OPERATION AND MAINTENANCE DATA, 02 21 80.00 18 MONITORING

OF EXISTING STRUCTURES, 03 31 01.00 10, CAST-IN-PLACE STRUCTURAL

CONCRETE FOR CIVIL WORKS, 03 45 00 RECAST ARCHITECTURAL CONCRETE, 04 20

00 MASONRY, 05 49 10 ELASTOMERIC CHECK VALVES, 05 50 04.00 10, METALS:

MISCELLANEOUS, STANDARD ARTICLES, SHOP FABRICATED ITEMS FOR CIVIL

WORKS STRUCTURES, 06 10 00 ROUGH CARPENTRY, 07 11 13 BITUMINOUS

DAMPPROOFING, 07 21 13 BOARD AND BLOCK INSULATION, 07 41 13 METAL ROOF

PANELS, 07 60 00, FLASHING AND SHEET METAL, 07 84 00 FIRESTOPPING, 07 92 00

JOINT SEALANTS, 08 11 13 STEEL DOORS AND FRAMES, 08 33 23 OVERHEAD

COILING DOORS, 08 34 01 FORCED ENTRY RESISTANT COMPONENTS 08 71 00 DOOR

HARDWARE, 08 91 00 METAL WALL LOUVERS, 09 06 90 COLOR SCHEDULE, 09 29 00

GYPSUM BOARD, 09 90 00 PAINTS AND COATING, 09 97 02.01 12 COAL TAR EPOXY

SYSTEM 09 97 02 PAINTING: HYDRAULIC STRUCTURES, 10 44 16 FIRE

EXTINGUISHERS, 13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL

EQUIPMENT, 22 00 00 PLUMBING, GENERAL PURPOSE, 22 11 23.00 10 SUBMERSIBLE

PUMP, AXIAL-FLOW AND MIXED-FLOW TYPE, 23 00 00 AIR SUPPLY, DISTRIBUTION,

VENTILATION AND EXHAUST SYSTEMS, 23 82 46 ELECTRIC UNIT HEATERS, 26 00

00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS, 26 05 00.00 40 COMMON

WORK RESULTS FOR ELECTRICAL. 26 05 19.00 10 INSULATED WIRE AND CABLE. 26

05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT, 26 12 19.10 THREE

PHASED PAD-MOUNTED TRANSFORMERS, 26 20 00 INTERIOR DISTRIBUTION

SYSTEM, 26 28 00.00 10 SWITCHBOARDS AND PANELBOARDS 26 32 15.00 10 DIESEL-

GENERATOR SET STATIONARY 100-2500 KW, WITH AUXILIARIES 26 36 00.00 10

AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH, 26 41 01.00 10

LIGHTING PROTECTION SYSTEM, 26 51 00 INTERIOR LIGHTING, 26 53 00.00 40 EXIT

SIGNS, 26 56 00 EXTERIOR LIGHTING, 31 41 16 METAL SHEET PILING, 31 43 16 SHEET

PILE INSTALLATION FOR SCOUR PROTECTION, 31 63 26 DRILLED MINI CAISSONS,

31 63 36 INSTALLATION OF SOLDIER PILES FOR I-WALL, 32 92 19 SEEDING, 32 93 00

EXTERIOR PLANTS, 33 52 10 SERVICE PIPING, FUEL SYSTEMS, 33 56 10 FACTORY-

FABRICATED FUEL STORAGE TANKS, 33 71 02.00 20 UNDERGROUND ELECTRICAL

DISTRIBUTION, 35 31 19.20 ARTICULATING CONCRETE BLOCK REVETMENTS

4. The following are responses to questions received from bidders (FOR INFORMATIONAL

PURPOSES ONLY):

Question No. 1: What type of flooring is in this project?

Response: Unfinished Concrete

Question No. 2: Is there asbestos and/or lead paint in the house that is to be demolished on Lot 1, Block 71-A in Middlesex Borough, NJ.

Response: No.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

REVISED 00800

SECTION 00 80 00

SPECIAL CONTRACT REQUIREMENTS

Index

1. COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

2. LIQUIDATED DAMAGES - CONSTRUCTION

3. EQUAL OPPORTUNITY PREWARD CLEARANCE OF SUBCONTRACTS

4. CERTIFICATES OF COMPLIANCE

5. BID GUARANTEE

6. CONTRACT DRAWINGS, MAPS AND SPECIFICATIONS

7. RECORD DRAWINGS

8. PHYSICAL DATA

9. PAYMENT FOR MATERIALS DELIVERED OFF-SITE

10. EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

11. ALTERATIONS IN CONTRACT

12. AVAILABILITY AND USE OF UTILITY SERVICES

13. LAYOUT OF WORK

14. FIELD OFFICE AND VEHICLE

15. BULLETIN BOARD

16. PROGRESS MEETINGS

17. SUPERINTENDENCE OF SUBCONTRACTORS

18. SCHEDULING AND DETERMINATION OF PROGRESS

19. PROCEDURES FOR SUBMISSION AND PAYMENT OF ALL CONTRACT

PAYMENTS

20. SUBMISSION OF CLAIMS

21. PROGRESS PAYMENTS

22. PERFORMANCE EVALUATION OF CONTRACTOR

23. SAFETY AND HEALTH REQUIREMENTS MANUAL

24. AUTHORIZED CONSTRUCTION AREA AND TRESPASSING

25. DAMAGE TO WORK

26. ENVIRONMENTAL LITIGATION

27. LABOR-ADDITIONAL REQUIREMENTS

28. CRANE AND DRAGLINE SAFETY REQUIREMENTS

29. NOT USED

30. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

31. VEHICULAR AND OTHER TRAFFIC CONTROL

32. STORAGE AREAS

33. VERIFICATION OF SMALL BUSINESS UTILIZATION

34. PRECONSTRUCTION CONFERENCE

35. COORDINATION CONFERENCES

36. CONTRACTOR WORKING HOURS

37. PARTNERSHIP IMPLEMENTATION PLAN

38. CONSTRUCTION PROJECT SIGNS, PUBLIC SAFETY SIGN AND UTILITY SIGNS 39.

INSURANCE PROCURED BY CONTRACTOR

40. GOVERNMENT RESIDENT MANAGEMENT SYSTEM AND CONTRACTOR

QUALITY CONTROL SYSTEM (QAS) MODULE

41. QUALIFICATIONS FOR PERFORMANCE OF ELECTRICAL WORK

42. STILL AND VIDEO PHOTOGRAPHY OF EXISTING STRUCTURE EXTERIOR

43. ROADWAY CLOSURE

44. CONSTRUCTION STAGING

45. TOPOGRAPHIC SURVEY

SPECIAL CONTRACT REQUIREMENTS

1. COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. The Contractor shall be required to (i) commence work under this Contract within five (5) calendar days after the date the Contractor receives the Notice to Proceed, (ii) prosecute the work diligently, and (iii) complete work in the ready for use, not later than 730 calendar days after the date the Contractor receives the notice to proceed “except in case the Contracting Officer determines that seeding is not feasible during the construction period, the Contractor shall accomplish such seeding in the first planting period following the contract completion date."

If awarded, the Optional Bid Items shall be awarded as follows:

Option #1, Bid Item No. 0009, LEVEE (STATION 20+65 TO 29+30) AND PUMP STATION to be awarded within 180 calendar days from issuance of the Base Bid NTP date. An additional 180 calendar days will be added to contract and work shall be completed within 910 calendar days of the Base Bid NTP date.

Option #2, Bid Item No. 0010, INTERIM LEVEE TIE-OFF to be awarded within 270 calendar days from issuance of the Base Bid NTP date. An additional 270 calendar days will be added to contract and work shall be completed within 1000 calendar days of the Base Bid NTP date.

Option #3, Bid Item No. 0011, LIABILITY INSURANCE for New Jersey Department of Environmental Protection (NJDEP), Somerset County, Middlesex County, Borough of Middlesex and Green Brook Township to be awarded within 60 days from issuance of the Bid Base NTP date. No additional time will be added to contract.

Option #4, Bid Item No. 0012 FLOODWALL - T-WALL (STATION 9+63.72 TO 19+00) to be awarded within 240 calendar days from issuance of the Base Bid NTP date. An additional 240 calendar days will be added to contract and work shall be completed within 970 calendar days of the Base Bid NTP date.

Option #5, Bid Item No. 0013 FLOODWALL - COMPOSITE WALL (STATION 5+48.81 TO 9+63.72) to be awarded within 310 calendar days from issuance of the Base Bid NTP date. An additional 310 calendar days will be added to contract and work shall be completed within 1,040 calendar days of the Base Bid NTP date.

Option #6, Bid Item No. 0014, FLOODWALL - COMPOSITE WALL (STATION 1+04.4 TO 5+48.81) and I-Wall (Station 0+36 TO 1+04.4) to be awarded within 365 days from issuance of the Bid Base NTP date. An additional 365 calendar days will be added to contract and work shall be completed within 1095 calendar days of the Base Bid NTP date.

12. Option #7, Bid Item No. 0015,Utility costs for pumping facility to be awarded within 730 calendar days form issuance of the Bid Base NTP date. No Additional time will be added to the contract.

13. Option #8, Bid Item No. 0016, Grass cutting and maintenance in all of the easement areas. To be awarded within 730 calendar days from issuance of the Base Bid NTP date. No additional time will be added to the contract.

The time stated for completion shall include final cleanup of the premises.

b. Location: The site of work is located along Green Brook between 1,300 linear feet upstream and 1,800 linear feet downstream of Sebrings Mills Road Bridge; Green Brook Road East from 250 feet east of Green Brook Road; Green Brook Road from just south of Route 22 to Louis Avenue; and Reconstruction of 200 linear feet of Ramp C.

c. Closure of Green Brook Road East shall be as described in Section 43.

d. The Contractor shall furnish all labor, materials, equipment and services (except those furnished by the Government) for the following work:

Base Bid

SEBRINGS MILLS ROAD BRIDGE AND APPROACH ROADS

All work to remove and dispose of the existing single span bridge including the bridge deck, sidewalk and parapet and utilities located on the bridge;

Utilize existing substructure (abutments) and wing walls to construct a new raised/widen bridge; raise 1,050 linear feet of approach road including portions of Green Brook Road East and Route 22 Ramp C; construct roadway drainage improvements (inlets, pipe etc,), 85 linear feet of additional wingwall, 270 linear feet of retaining wall and guide rail; demolition and disposal of the residential structure located on Lot 1, Block 71-A and installation of soil erosion and sediment control measures, guide rail, sidewalk and curb replacement, tree removal, landscaping and paving along portions of Green Brook Road, Green Brook Road East, Route 22 Ramp C; remove, install and reconnect 12-inch water and 8-inch gas lines; relocate utility poles and overhead electric, telephone and cable lines and modification, inspection and testing of PARSA sewer manhole.

The Base Bid will also include relocation of the Flood warning system Stream flow gaging equipment by the US Geological Survey (USGS).

Option 1 - Levee (Station 20+65 TO 29+30) and Pump Station

All work to construct 865 linear feet of full levee embankment and 65 linear feet of 2.5:1 side slope beyond the levee, toe ditch, drainage structure with motorized sluice gate, headwall, outlet protection; and 100 cfs Pump Station including construction of the pump discharge channel, sluice gate, slide gates, flap valves, trash rack, debris screen, (2) 50 cfs submersible pumps, 1-story pump station control building with generator and electrical room;

installation of landscaping, erosion control measures, paving of the access road and top of levee, guide rail, generator, electrical and telephone lines and electrical & mechanical equipment.

Option 2 – Interim Levee Tie-off Station 0+00 to 0+80

All work to construct interim levee tie-off including stone layered gabion protection of the interior slope; and installation of landscaping and erosion control measures.

Option 3 – Liability Insurance

Liability Insurance for New Jersey Department of Environmental Protection (NJDEP), Somerset County, Middlesex County, Borough of Middlesex and Green Brook Township.

Option 4 – Floodwall – T-WALL (STATION 9+63.72 TO 19+00)

Not consistent with bid schedule. to be awarded within 240 calendar days from issuance of the Base Bid NTP date. All work to construct 937 linear feet of floodwall supported on micropile foundation, toe ditch, five drainage structures with motorized sluice gates including electric supply lines and five headwalls; installation of landscaping, erosion control measures riprap and lined swales.

Option 5 – Floodwall – Composite Wall (Station 5+48.81 to

9+63.72)

All work to construct 415 linear feet of composite floodwall supported on an H-Pile/sheet pile foundation, toe ditch, two drainage structures with motorized sluice gates, headwalls, electric lines and installation of landscaping, and erosion control measures.

Option 6 – Floodwall - Composite Wall (Station 1+04.4 TO 5+48.81) and I-Wall (Station 0+36 to 1+04.4)

All work to construct 445 linear feet of composite floodwall supported on an H-Pile/sheet pile foundation, 69 linear feet of I-wall floodwall, toe ditch, two drainage structures with motorized sluice gates, headwalls, electric lines and installation of landscaping and erosion control measures.

Option 7 – Utility costs for pumping facility

Utility costs related to pumping station facility for duration of 1 year.

Option 8 – Grass cutting and grass maintenance of all the easement areas

All work to include grass cutting and grass maintenance of all the easement areas in accordance with the drawings and specifications for 1 year.

Contractor should assume 5 grass cuts are required.

e. All work shall be in accordance with the drawings and specifications or instructions attached hereto and made a part thereof, or to be furnished hereafter by the Contracting Officer and subject in every detail to his supervision, direction, and instructions. (DoD FAR Supplement 52.236-7014).

f. Magnitude of Construction Project: The estimated value of the proposed work is between $10,000,000 and $20,000,000.

2. LIQUIDATED DAMAGES - CONSTRUCTION

a. If the Contractor fails to complete the work within the time specified in the Contract, or any extension, the Contractor shall pay to the Government as liquidated damages, $1,235.00 for each day of delay.

b. If the Government terminates the Contractor's right to proceed, the resulting damage will consist of liquidated damages until such reasonable time as may be required for final completion of the work together with any increased costs occasioned the Government in completing the work.

c. If the Government does not terminate the Contractor's right to proceed, the resulting damage will consist of liquidated damages until the work is completed or accepted.

3. EQUAL OPPORTUNITY PREAWARD CLEARANCE OF SUBCONTRACTS

Notwithstanding the clause of this Contract entitled "Subcontracts" the Contractor shall not enter into a first-tier subcontract for an estimated or actual amount of $1 million or more without obtaining in writing from the Contracting Officer a clearance that the proposed subcontractor is in compliance with the equal opportunity requirements and therefore is eligible for award.

4. CERTIFICATES OF COMPLIANCE

Any Certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in four (4) copies and delivered to the Contracting Officer. Each certificate shall be signed by an official authorized to certify in behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if, after tests are performed on selected samples, the material is found not to meet the specific requirements.

5. BID GUARANTEE

See Bid Guarantee Clause of Section 00 70 00, CONTRACT CLAUSES

6. CONTRACT DRAWINGS, MAPS AND SPECIFICATIONS (52.236-7001)

See Contract Drawings, Maps and Specifications Clause of Section 00 70 00, CONTRACT CLAUSES.

Contract drawings are as follows:

DRAWING TITLE

NO.

GENERAL

G-001 COVER SHEET

G-1001 INDEX SHEET NO.1

G-1002 INDEX SHEET NO.2

G-1003 INDEX SHEET NO.3

G-1004 ABBREVIATIONS

G-1005 LEGEND

G-1006 GENERAL NOTES

C-101 KEY MAP

GEOTECHNICAL

B-101 BORING LOCATION PLAN STA. 0+00 TO STA. 6+00

B-102 BORING LOCATION PLAN STA. 6+00 TO STA. 13+00

B-103 BORING LOCATION PLAN STA. 13+00 TO STA. 18+50

B-104 BORING LOCATION PLAN STA. 18+50 TO STA. 25+50

B-105 BORING LOCATION PLAN STA. 25+50 TO STA. 30+50

B-601 BORING LOGS SHEET 1

B-602 BORING LOGS SHEET 2

B-603 BORING LOGS SHEET 3

B-604 BORING LOGS SHEET 4 (NOT USED)

B-605 BORING LOGS SHEET 5 (NOT USED)

B-606 BORING LOGS SHEET 6 (NOT USED)

CS401 ALIGNMENT DATA SHEET 1 ROADWAY

CS402 ALIGNMENT DATA SHEET 2 FLOODWALL

CS403 ALIGNMENT DATA SHEET 3 FLOODWALL AND LEVEE

VH601 HYDROLOGIC DATA – GREEN BROOK DOWNSTREAM OF BOUND BROOK

CIVIL-GENERAL

C-101 PLAN STA. 0+00 TO STA. 6+00

C-102 PLAN STA. 6+00 TO STA. 13+00

C-103 PLAN STA. 13+00 TO STA. 18+25

C-104 PLAN STA. 18+25 TO STA. 25+50

C-105 PLAN STA. 25+50 T0 STA. 30+50

C-106 NORTH SIDE ROADWAY DRAINAGE PLAN

C-201 FLOODWALL PROFILE STA. 0+00 TO STA. 15+00

C-202 FLOODWALL AND LEVEE PROFILE STA. 15+00 TO STA. 30+50

C-301 FLOODWALL CROSS SECTIONS STA. 0+00 TO STA. 2+50

C-302 FLOODWALL CROSS SECTIONS STA. 3+00 TO STA. 5+50

C-303 FLOODWALL CROSS SECTIONS STA. 6+00 TO STA. 8+50

C-304 FLOODWALL CROSS SECTIONS STA. 9+00 TO STA. 11+50

C-305 FLOODWALL CROSS SECTIONS STA. 12+00 TO STA. 14+50

C-306 FLOODWALL CROSS SECTIONS STA. 15+00 TO STA. 17+50

C-307 FLOODWALL CROSS SECTIONS STA. 18+00 TO STA. 19+00

C-308 LEVEE CROSS SECTIONS STA. 21+00 TO STA. 21+78

C-309 LEVEE CROSS SECTIONS STA. 22+00 TO STA. 23+00

C-310 LEVEE CROSS SECTIONS STA. 23+50 TO STA. 24+50

C-311 LEVEE CROSS SECTIONS STA. 25+00 TO STA. 26+00

C-312 LEVEE CROSS SECTIONS STA. 26+50 TO STA. 27+50

C-313 LEVEE CROSS SECTIONS STA. 28+00 TO STA. 29+00

C-314 LEVEE CROSS SECTIONS STA. 29+50 TO STA. 30+00

C-501 DRAINAGE STRUCTURE NO. 1 DETAILS

C-502 DRAINAGE STRUCTURE NO. 2 DETAILS

C-503 DRAINAGE STRUCTURE NO. 3 DETAILS

C-504 DRAINAGE STRUCTURE NO. 4 DETAILS

C-505 DRAINAGE STRUCTURE NO. 5 DETAILS

C-506 DRAINAGE STRUCTURE NO. 6 DETAILS

C-507 DRAINAGE STRUCTURE NOS. 7 AND 8 DETAILS

C-508 DRAINAGE STRUCTURE NO. 9 DETAILS

C-509 DRAINAGE STRUCTURE NO. 10 DETAILS

CD101 DEMOLITION PLAN

CG101 EROSION CONTROL PLAN STA. 0+00 TO STA. 6+00

CG102 EROSION CONTROL PLAN STA. 6+00 TO STA. 13+00

CG103 EROSION CONTROL PLAN STA. 13+00 TO STA. 18+25

CG104 EROSION CONTROL PLAN STA. 18+25 TO STA. 25+50

CG105 EROSION CONTROL PLAN STA. 25+50 TO STA. 30+50

CG106 EROSION CONTROL PLAN SHEET 6

CG501 EROSION AND SEDIMENT CONTROL DETAILS SHEET 1

CG502 EROSION AND SEDIMENT CONTROL DETAILS SHEET 2

CG503 EROSION AND SEDIMENT CONTROL DETAILS SHEET 3

CG001 SOIL EROSION AND SEDIMENT CONTROL NOTES SHEET 1

CG002 SOIL EROSION AND SEDIMENT CONTROL NOTES SHEET 2

CG504 CELLULAR CONFINEMENT SYSTEM DETAILS

NOT USED

CIVIL-ROADWAY

CU101 UTILITY RELOCATION PLAN

CP101 ROADWAY CONSTRUCTION PLAN

C-203 ROADWAY PROFILE SEBRINGS-MILLS RD. BASELINE

C-204 ROADWAY PROFILE GREENBROOK RD. EAST AND RAMP C BASELINE

CT501 MAINTENANCE AND PROTECTION OF TRAFFIC SHEET 1

CT502 MAINTENANCE AND PROTECTION OF TRAFFIC SHEET 2

CT503 MAINTENANCE AND PROTECTION OF TRAFFIC SHEET 3

CT504 MAINTENANCE AND PROTECTION OF TRAFFIC SHEET 4

CT505 MAINTENANCE AND PROTECTION OF TRAFFIC SHEET 5

CT101 TRAFFIC SIGNING AND STRIPING PLAN

C-315 ROADWAY TYPICAL SECTIONS SHEET 1

C-316 ROADWAY TYPICAL SECTIONS SHEET 2

C-317 ROADWAY TYPICAL SECTIONS SHEET 3

C-318 SEBRINGS-MILLS ROAD CROSS SECTIONS STA. 7+09 TO STA. 8+00

C-319 SEBRINGS-MILLS ROAD CROSS SECTIONS STA. 8+50 TO STA. 9+50

C-320 SEBRINGS-MILLS ROAD CROSS SECTIONS STA. 10+00 TO STA. 10+49.21

C-321 SEBRINGS-MILLS ROAD CROSS SECTIONS STA. 11+37.90

C-322 SEBRINGS-MILLS ROAD CROSS SECTIONS STA. 12+00 TO STA. 13+00

C-323 SEBRINGS-MILLS ROAD CROSS SECTIONS STA. 13+50 TO STA. 14+50

C-324 GREENBROOK ROAD EAST CROSS SECTIONS STA. 17+50 TO STA. 18+00

C-325 GREENBROOK ROAD EAST CROSS SECTIONS STA. 18+50 TO STA. 19+00

C-326 GREENBROOK ROAD EAST CROSS SECTIONS STA. 19+50

C-327 RAMP C CROSS SECTIONS STA. 1+70 TO STA. 2+50

C-328 RAMP C CROSS SECTIONS STA. 3+00 TO STA. 3+50

CG-107 ROADWAY GRADING PLAN

CIVIL-PUMP STATION

CS101 PUMP STATION GL-4 SITE PLAN AND PLUMBING PLAN

C-107 PUMP STATION GL-4 INVERT PLAN

C-108 PUMP STATION GL-4 UPPER PLAN

C-329 PUMP STATION GL-4 SECTIONS SHEET 1

C-330 PUMP STATION GL-4 SECTIONS SHEET 2

C-331 PUMP STATION GL-4 SECTIONS SHEET 3

C-510 PUMP STATION GL-4 OUTLET STRUCTURE DETAILS

NOT USED

NOT USED

C-511 TRAFFIC CONTROL DEVICES

C-512 CONSTRUCTION BARRIER CURB. TYPE 4 (ALTERNATIVE A)

C-513 CONSTRUCTION BARRIER CURB. TYPE 4 (ALTERNATIVE B)

C-514 CONSTRUCTION BARRIER CURB. TYPE 4 (ALTERNATIVE A AND B)GENERAL

NOTES

C-515 LONGITUDINAL JOINTS IN HMA

C-516 PUBLIC SIDEWALK CURB RAMP DETECTABLE WARNING SURFACE

C-517 CONCRETE DRIVEWAY AND SIDEWALK

C-518 CONCRETE AND HMA ISLAND

C-519 CONCRETE AND HMA GRANITE CURB

C-520 NONVEGETATIVE SURFACE

C-521 BEAM GUIDE RAIL

C-522 RUB RAIL

C-523 BEAM GUIDE RAIL ANCHORAGE

C-524 FLARED GUIDE RAIL TERMINAL AND TANGENT TERMINAL

C-525 CONTROLLED RELEASE TERMINALS

C-526 BEAM GUIDE RAIL END TREATMENT

C-527 GRADING AND ROADSIDE RECOVERY AREA AT FLARED AND TANGENT TERMINALS

C-528 THRIE BEAM AND BEAM TERMINAL CONNECTOR

C-529 BEAM GUIDE RAIL ATTACHMENTS

C-530 STEEL U-POST SIGN SUPPORTS SHEET 1

C-531 STEEL U-POST SIGN SUPPORTS SHEET 2

C-532 ELECTRICAL DETAILS

C-533 CONSTRUCTION DETAILS SHEET 1

C-534 CONSTRUCTION DETAILS SHEET 2

C-535 CONSTRUCTION DETAILS SHEET 3

C-536 CONSTRUCTION DETAILS SHEET 4

C-537 CONSTRUCTION DETAILS SHEET 5

C-538 CONSTRUCTION DETAILS SHEET 6 ALUMINUM FENCE

C-539 CONSTRUCTION DETAILS SHEET 7

LANDSCAPE

L-101 LANDSCAPE PLAN STA. 0+00 TO STA. 6+00

L-102 LANDSCAPE PLAN STA. 6+00 TO STA. 13+00

L-103 LANDSCAPE PLAN STA. 13+00 TO STA. 18+25

L-104 LANDSCAPE PLAN STA. 18+25 TO STA. 25+50

L-105 LANDSCAPE PLAN STA. 25+50 TO STA. 30+50

L-106 LANDSCAPE PLAN SHEET 6

LP501 LANDSCAPE DETAILS

LP001 LANDSCAPE NOTES

LP002 LANDSCAPE SEEDING TABLES AND NOTES

NOT USED

STRUCTURAL-BRIDGE DESIGN

S-001 GENERAL NOTES AND ESTIMATE OF QUANTITIES

S-101 EXISTING BRIDGE PLAN AND ELEVATION

S-102 NEW BRIDGE PLAN AND ELEVATIONS

S-201 BRIDGE PROFILE AND CROSS-SECTION

S-401 NORTH ABUTMENT AND ELEVATION

S-402 SOUTH ABUTMENT PLAN AND ELEVATION

S-301 ABUTMENT SECTIONS AND DETAILS

S-501 ABUTMENT DETAILS SHEET 1

S-502 ABUTMENT DETAILS SHEET 2

S-701 SUBSTRUCTURE STAGING PLANS AND ELEVATIONS SHEET 1

S-702 SUBSTRUCTURE STAGING PLANS AND ELEVATIONS SHEET 2

S-703 SUBSTRUCTURE STAGING PLANS AND ELEVATIONS SHEET 3

S-704 SUPERSTRUCTURE STAGING CROSS SECTIONS SHEET 1

S-705 SUPERSTRUCTURE STAGING CROSS SECTIONS SHEET 2

S-103 FRAMING PLAN AND STRINGER DETAILS

S-104 DECK PLAN AND TYPICAL DECK SECTION

S-601 STRINGER CAMBER TABLE AND DETAILS

S-503 SIDEWALK AND BALUSTRADE RAILING DETAILS

S-504 BEARING DETAILS

S-505 DIAPHRAGM AND UTILITY SUPPORT DETAILS

S-506 MISCELLANEOUS DETAILS

S-602 BAR LIST

S-403 SOLDIER PILE WALLS PLAN AND ELEVATION SHEET 1

S-404 SOLDIER PILE WALLS PLAN AND ELEVATION SHEET 2

S-405 SOLDIER PILE WALLS PLAN AND ELEVATION SHEET 3

S-406 MODULAR WALL PLAN AND DETAILS SHEET 1

S-407 MODULAR WALL PLAN AND DETAILS SHEET 2

S-507 SOLDIER PILE WALLS DETAILS

S-508 ARCHITECTURAL FINISH DETAILS

NOT USED

NOT USED

STRUCTURAL-I-WALL

S-105 I-WALL AND COMPOSITE WALL GENERAL PLAN

S-408 FLOODWALL 5 SCALE PLAN SHEET 1

S-409 FLOODWALL 5 SCALE PLAN SHEET 2

S-410 FLOODWALL 5 SCALE PLAN SHEET 3

S-411 FLOODWALL 5 SCALE PLAN SHEET 4

S-202 I-WALL AND COMPOSITE WALL PROFILE

S-302 TYPICAL COMPOSITE WALL SECTIONS

S-509 MISCELLANEOUS DETAILS

S-510 DRAINAGE STRUCTURES

S-511 DRAINAGE STRUCTURES

S-512 HEADWALL DETAILS FOR 24” AND (2) 24” PIPES

NOT USED

STRUCTURAL-T-WALL

S-414 T-WALL LAYOUT PLAN AND PROFILE STA. 9+63.72 TO STA.

10+89.83

S-415 T-WALL LAYOUT PLAN AND PROFILE STA. 10+89.83 TO STA.

12+22.83

S-416 T-WALL LAYOUT PLAN AND PROFILE STA. 12+22.83 TO STA.

13+17.05

S-417 T-WALL LAYOUT PLAN AND PROFILE STA. 13+17.05 TO STA.

14+39.33

S-418 T-WALL LAYOUT PLAN AND PROFILE STA. 14+39.33 TO STA.

15+58.66

S-419 T-WALL LAYOUT PLAN AND PROFILE STA. 15+58.66 TO STA.

16+86.67

S-420 T-WALL LAYOUT PLAN AND PROFILE STA. 16+86.67 TO STA.

18+14.67

S-421 T-WALL LAYOUT PLAN AND PROFILE STA. 18+14.67 TO STA.

19+00.00

S-422 FOUNDATION LAYOUT MONOLITHS T-1 AND T-2

S-423 FOUNDATION LAYOUT MONOLITHS T-3 AND T-14

S-424 FOUNDATION LAYOUT PI MONOLITHS PI-8 AND PI-10

S-425 FOUNDATION LAYOUT PI MONOLITHS PI-11 AND PI-12

S-426 FOUNDATION LAYOUT DRAINAGE MONOLITH D-1

S-427 FOUNDATION LAYOUT DRAINAGE MONOLITH D-2

S-428 FOUNDATION LAYOUT DRAINAGE MONOLITH D-3

S-429 FOUNDATION LAYOUT DRAINAGE MONOLITH D-4

S-303 TYPICAL SECTION

S-603 PILE SCHEDULE

S-513 DRAINAGE MONOLITH CULVERT DETAILS

S-514 DRAINAGE MONOLITH SECTIONS SHEET 1

S-515 DRAINAGE MONOLITH SECTIONS SHEET 2

S-516 TYPICAL DETAILS

S-517 LADDER DETAILS

S-518 RAILING DETAILS

S-519 SHEET PILE DETAILS

S-520 COMPOSITE TO T-WALL DETAILS

S-521 FLUTED FIN FINISH DETAILS SHEET 1

S-522 FLUTED FIN FINISH DETAILS SHEET 2

S-523 TYPICAL DETAILS

S-524 WALL JOINTS AND POSITIVE CUT-OFF

S-525 PILING DETAILS – COMPRESSION PILE TEST

S-526 PILING DETAILS – TENSION PILE TEST

NOT USED

NOT USED

STRUCTURAL-PUMP STATION AND CONTROL BUILDING

S-106 PUMP STATION GL-4 PUMPING FACILITY STRUCTURE LOWER PLAN

S-107 PUMP STATION GL-4 PUMPING FACILITY STRUCTURE UPPER PLAN AT

EL.41.00

S-108 PUMP STATION GL-4 PUMPING FACILITY STRUCTURE UPPER PLAN AT

EL.52.75

S-304 PUMP STATION GL-4 PUMPING FACILITY SECTIONS

S-305 PUMP STATION GL-4 PUMPING FACILITY SECTIONS

S-306 TYPICAL SECTION

S-307 PUMP STATION GL-4 PUMPING FACILITY SECTIONS

S-527 PUMP STATION GL-4 PUMPING FACILITY RETAINING WALL PLAN AND

SECTIONS

S-528 PUMP STATION GL-4 MISCELLANEOUS DETAILS

S-529 PUMP STATION GL-4 PUMPING FACILITY TRASH RACK DETAILS

S-530 PUMP STATION GL-4 PUMPING FACILITY BAR SCREEN DETAILS

S-531 PUMP STATION GL-4 PUMPING FACILITY HEADWALL DETAILS FOR 48” PIPE

S-532 PUMP STATION GL-4 PUMPING FACILITY DRAINAGE SYSTEM STRUCTURAL

DETAILS

S-004 PUMP STATION GL-4 PUMPING FACILITY DRAINAGE STRUCTURAL NOTES

S-110 PUMP STATION GL-4 CONTROL BUILDING FOUNDATION PLAN, SECTIONS AND

DETAILS

S-111 PUMP STATION GL-4 BUILDING ROOF FRAMING PLAN, SECTIONS AND

DETAILS

S-533 COMPOSITE WALL TO T-WALL DETAILS

S-534 PUMPSTATION GL-4 PUMPING FACILITIES LIGHTING POLE FOUNDATION

DETAILS

NOT USED

ARCHITECTURAL

A-001 PUMP STATION GL-4 CONTROL BUILDING ABBREVIATIONS & SYMBOLS

A-101 PUMP STATION GL-4 CONTROL BUILDING FLOOR PLAN

A-102 PUMP STATION GL-4 CONTROL BUILDING ROOF AND REFLECTED CEILING

PLANS

A-201 PUMP STATION GL-4 CONTROL BUILDING ELEVATIONS SHEET 1

A-202 PUMP STATION GL-4 CONTROL BUILDING ELEVATIONS SHEET 2

A-301 PUMP STATION GL-4 CONTROL BUILDING SECTIONS

A-501 PUMP STATION GL-4 CONTROL BUILDING WALL SECTIONS SHEET 1

A-502 PUMP STATION GL-4 CONTROL BUILDING WALL SECTIONS SHEET 2

A-503 PUMP STATION GL-4 CONTROL BUILDING WALL SECTION & DETAILS SHEET 1

A-504 PUMP STATION GL-4 CONTROL BUILDING DETAILS SHEET 2

A-601 PUMP STATION GL-4 CONTROL BUILDING SCHEDULES AND DETAILS

NOT USED

NOT USED

NOT USED

NOT USED

MECHANICAL

M-001 PUMP STATION GL-4 CONTROL BUILDING SYMBOLS, ABBREVIATIONS &

GENERAL NOTES

M-101 PUMP STATION GL-4 CONTROL BUILDING MECHANICAL PLAN AND SCHEDULES

M-501 PUMP STATION GL-4 CONTROL BUILDING MECHANICAL DETAILS

M-502 PUMP STATION GL-4 CONTROL BUILDING CONTROL DIAGRAMS

NOT USED

NOT USED

NOT USED

ELECTRICAL

E-001 PUMP STATION GL-4 ELECTRICAL NOTES, SYMBOLS & ABBREVIATIONS

E-101 PUMP STATION GL-4 CONTROL BUILDING AND PUMP FACILITY LIGHTING

PLAN & FIXTURE SCHEDULE

E-102 PUMP STATION GL-4 CONTROL BUILDING AND PUMP FACIILTY POWER PLAN

E-103 PUMP STATION GL-4 CONTROL BUILDING ROOF PLAN LIGHTNING PROTECTION

AND PANEL BOARD SCHEDULE

E-401 PUMP STATION GL-4 CONTROL BUILDING & PUMP FACILITY ELECTRICAL

SITE PLAN

E-402 ELECTRICAL KEY PLAN OF SLUICE GATES #1 THRU #10

E-403 ELECTRICAL PART PLANS SLUICE GATES #1,2,3,4 AND 5

E-404 ELECTRICAL PART PLANS SLUICE GATE #6,7,8,9 AND 10

E-405 PUMP STATION GL-4 BRIDGE AND ROAD POLE UTILITIES PLAN

E-501 PUMP STATION GL-4 ELECTRICAL DETAILS SHEET 1

E-502 PUMP STATION GL-4 ELECTRICAL DETAILS SHEET 2

E-503 PUMP STATION GL-4 ELECTRICAL DETAILS SHEET 3

E-504 PUMP STATION GL-4 ELECTRICAL DETAILS SHEET 4

E-601 PUMP STATION GL-4 CONTROL BUILDING ONE LINE DIAGRAM

E-602 PUMP STATION GL-4 TYPICAL SLUICE AND SLIDE GATES WIRING DIAGRAMS

E-603 PUMP STATION GL-4 FLOODWALL CONDUIT LAYOUT & SEQUENCE OF

OPERATION

E-604 PUMP STATION GL-4 INTRUSION ALARM SYSTEM PLAN AND RISER DIAGRAM

NOT USED

SURVEY

V-101 EXISTING TOPO SHEET 1

V-102 EXISTING TOPO SHEET 2

V-103 EXISTING TOPO SHEET 3

V-104 EXISTING TOPO SHEET 4

V-105 EXISTING TOPO SHEET 5

V-106 EXISTING TOPO SHEET 6

V-107 EXISTING TOPO SHEET 7

7. RECORD DRAWINGS (6-01 Version)

a. General: The Contractor will maintain as-built drawings during the construction period and will submit final record drawings at the completion of individual facilities. The Government will provide to the Contractor the CAD (Computer-Aided Drafting) files consisting of compact (computer) disks or magnetic media of the drawing files in the appropriate CAD format (i.e.

"Microstation", etc.) for the project. The Contractor is required to make prints or mylars from the CAD files and continuously maintain drawings to show current as-built conditions for the duration of the construction.

Except for updates as indicated below, the Contractor may maintain as-built drawings by marking up drawings by hand or by CAD methods. Scanned drawings will not be acceptable. If the Government cannot provide CAD files for the project drawings, mylar (reproducible) drawings will be provided. The Contractor will then be required to comply with all requirements indicated herein by the use of hand drafting.

b. Progress As-built Prints: During construction the Contractor is responsible for maintaining up to date one set of paper prints to show as-built construction conditions.