W912DS-10-B-0011 Amendment 00003.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 amendment is to:

1. revise and reissue bid schedule

2. revise and reissue plans

3. delete, add, revise and reissue specs

4. revise and reissue paragraph 6 of section 00 80 00

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 11

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

16C. DATE SIGNED

BY 06-Aug-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

06-Aug-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

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

$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.

TOTALS

TOTAL AMOUNT

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

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

TOTAL BASE PLUS OPTIONS $____________

NOTES TO BIDDERS

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.

The following have been added by full text:

AMENDMENT 0003

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

AMENDMENT #0003

IFB NO. W912DS-10-B-0011

Bid Opening hour and date are unchanged from 19 August 2010 at 2:00PM local time.

1. The following changes were made to the plans:

1. The Following Plan Sheets have been revised and reissued: C-102, C-501, C-502, C-503, C-504.

C-505, C-506, C-507, C-508, CG001, CG502, CG503, CG504, CU101, CT505, CS101, LP002, S-101, A-101, M-101, M- 601, E-102, E-501, E-503, E- 601.

2. The following changes were made to the specifications:

1. The following specifications have been deleted: 26 12 19.10 THREE PHASED PAD-

MOUNTED TRANSFORMERS.

2. The following specifications were deleted as part of Amendment 2: 23 05 93 TESTING, ADJUSTING & BALANCING FOR HVAC, 23 08 00.00 10 COMMISSIONING OF HVAC

SYSTEMS. (These specifications were indicated as deleted but were erroneously included in the specifications.)

3. Revise and reissue the following specifications: MAIN TABLE OF CONTENTS, 00 90 01

SUPPLEMENTARY SPECIFICATIONS FOR FEDERAL AID PROGRAMS, 01 32 01.00 18

PROJECT SCHEDULE, 01 45 02.00 18 QUALITY CONTROL SYSTEM (QCS), 09 90 00

PAINTS AND COATING, 26 05 00.00 40, COMMON WORK RESULTS for ELECTRICAL, 26 20 00 INTERIOR DISTRIBUTION SYSTEM, 26 32 15.00 10 DIESEL-GENERATOR SET

STATIONARY 100-2500 KW, WITH AUXILIARIES.

4. Add the following specification:00 90 04 APPENDIX C FLOOD HAZARD AREA

INDIVIDUAL PERMIT AND FRESHWATER WETLANDS INDIVIDUAL PERMIT

5. Section 00 80 00, paragraph 6. Delete paragraph in its entirety and replace with the following paragraph:

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-I001 INDEX SHEET NO.1

G-I002 INDEX SHEET NO.2

G-I003 INDEX SHEET NO.3

G-I004 ABBREVIATIONS

G-I005 LEGEND

G-I006 GENERAL NOTES

G-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

B-605 BORING LOGS SHEET 5

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 BUILDING DEMOLITION PLAN

CG501 CELLULAR CONFINEMENT SYSTEM DETAILS

CG001 SOIL EROSION AND SEDIMENT CONTROL NOTES SHEET 1

CG002 SOIL EROSION AND SEDIMENT CONTROL NOTES SHEET 2

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

CG502 EROSION AND SEDIMENT CONTROL DETAILS SHEET 1

CG503 EROSION AND SEDIMENT CONTROL DETAILS SHEET 2

CG504 EROSION AND SEDIMENT CONTROL DETAILS SHEET 3

NOT USED

CIVIL-ROADWAY

C-315 ROADWAY TYPICAL SECTIONS SHEET 1

C-316 ROADWAY TYPICAL SECTIONS SHEET 2

C-317 ROADWAY TYPICAL SECTIONS SHEET 3

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 SIGNS LEGEND AND DETOUR

CT502 MAINTENANCE AND PROTECTION OF TRAFFIC DETAILS

CT503 MAINTENANCE AND PROTECTION OF TRAFFIC STAGE I

CT504 MAINTENANCE AND PROTECTION OF TRAFFIC STAGE II

CT505 MAINTENANCE AND PROTECTION OF TRAFFIC STAGE III

CT505 MAINTENANCE AND PROTECTION OF TRAFFIC SUBSTAGE IIIA & IIB

CT505 MAINTENANCE AND PROTECTION OF TRAFFIC STAGE IV

CT101 TRAFFIC SIGNING AND STRIPING PLAN

CG-107 ROADWAY GRADING PLAN

CU101 UTILITY RELOCATION PLAN

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

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

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

L-107 LANDSCAPE PARTIAL PLAN AREA B AND PLANTING SCHEDULE

LP501 LANDSCAPE DETAILS

LP001 LANDSCAPE NOTES

LP002 LANDSCAPE SEEDING TABLES AND NOTES

STRUCTURAL-DESIGN

S-001 GENERAL NOTES SHEET 1

S-002 GENERAL NOTES SHEET 2

STRUCTURAL-BRIDGE DESIGN

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 PLAN 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 PROPOSED FRAMING PLAN AND STRINGER DETAILS

S-104 PROPOSED DECK REINFORCEMENT PLAN

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

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 COMPOSITE WALL FLUTED FIN FINISH

S-510 MISCELLANEOUS DETAILS

S-511 DRAINAGE STRUCTURES DETAILS

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

S-533 COMPOSITE WALL TO T-WALL DETAILS

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

S-306 TYPICAL SECTION

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.45.00

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

EL.52.75

S-304 PUMP STATION GL-4 PUMPING FACILITY SECTIONS SHEET 1

S-305 PUMP STATION GL-4 PUMPING FACILITY SECTIONS SHEET 2

S-306 NOT USED

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 PUMPING FACILITY TRASH RACK DETAILS

S-529 PUMP STATION GL-4 PUMPING FACILITY BAR SCREEN DETAILS

S-530 PUMP STATION GL-4 PUMPING FACILITY HEADWALL DETAILS FOR 48” PIPE

S-531 PUMP STATION GL-4 PUMPING FACILITY DRAINAGE SYSTEM STRUCTURAL

DETAILS

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-532 MISCELLANEOUS DETAILS AND SECTIONS

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

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

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

PURPOSES ONLY):

Question No. 1: Amendment 2- Noticed that the tracking sheet lists Spec Section 23 05 93 "TESTING, ADJUSTING AND BALANCING FOR HVAC" as being deleted. Yet, the Amendment 2 specifications includes this entire section. Has this section been revised or completely deleted.

Response: Spec Section 23 05 93 "TESTING, ADJUSTING AND BALANCING FOR HVAC has been deleted.

Question No. 2: Amendment # 2-Noticed that there are drawings and spec section included in the amendment that are not listed on the “Track of Changes Sheet”. Have these drawings and specs not listed on the tracking sheet been revised but just not included in the tracked changes list? See list provided below.

00 90 00 Wage Rates Section listed in revised Table of Contents. This section is not included in the Amendment.

06 10 00 Rough Carpentry Not listed on Tracked Changes Sheet. Has it changed?

07 11 13 Bitiminous Dampproofing Not listed on Tracked Changes Sheet. Has it changed?

07 21 13 Board & Block Insulation Not listed on Tracked Changes Sheet. Has it changed?

07 41 13 Metal Roof Panels Not listed on Tracked Changes Sheet. Has it changed?

07 84 00 Firestopping Not listed on Tracked Changes Sheet. Has it changed?

07 92 00 Joint Sealants Not listed on Tracked Changes Sheet. Has it changed?

08 33 23 Overhead Coiling Doors Not listed on Tracked Changes Sheet. Has it changed?

08 34 01 Forced Entry Resistance Components Not listed on Tracked Changes Sheet. Has it changed?

10 44 16 Fire Extinguishers Not listed on Tracked Changes Sheet. Has it changed?

13 48 00 Seisimic Protection for Mechanical Equipment Not listed on Tracked Changes Sheet.

Has it changed?

23 05 93 Testing, Adjusting & Balancing for HVAC Tracked Changes Sheet shows this section being deleted. The amendment has this spec section in it. Is this spec section being replaced? The revised Table of Contents does not include this spec section.

23 08 00.00.10 Commissioning of HVAC Systems Tracked Changes Sheet shows this section being deleted. The amendment has this spec section in it. Is this spec section being replaced? The revised Table of Contents does not include this spec section.

26 05 00.00 40 Common Work Results for Electrical Not listed on Tracked Changes Sheet. Has it changed? Also only pages 2 thru 10 shown in Amendment. Missing page 1.

26 53 00.00 40 Exit Signs Not listed on Tracked Changes Sheet. Has it changed?

33 52 10 Service Piping,Fuel Systems Not listed on Tracked Changes Sheet. Has it changed?

33 56 10 Factory Fabricated Fuel Storage Tanks Not listed on Tracked Changes Sheet. Has it changed?

35 41 00 Levee Construction Not listed on Tracked Changes Sheet. Has it changed?

Response: The Track of Changes Sheet for Amendment 2 was provided for informational purposes only.

Official revisions to the plans and specification are as indicated in the amended specifications and amended plans.

Minor changes were made to Specification Sections 06 10 00, 07 11 13, 07 21 13, 07 41 13, 07 84 00, 07 92 00, 08 33 23, 08 34 01, 10 44 16, 13 48 00, 26 05 00.00 40, 26 53 00.00 40, 33 52 10, 33 56 10, 35 41

00. These changes included removal of brackets, verification/updates of referenced sections, updating submittals and formatting to generate the submittal register, minor text edits/spelling.

Specifications 23 05 93 and 23 08 00.00.10 have been deleted. Wage Rates were not amended.

Question No. 3: Option # 7 is a line for Liability Insurance for the named parties. Does this represent the cost to name them as Additional Insured’s on the Contractor's General Liability policy or is this intended to be a separate Owners Protective Liability policy? It also appears on page 56 as Liability Insurance but does not fully describe its intent. We just want clarification to make sure all of our guys do the correct thing.

Response: Liability Insurance option represents the cost to name additional insured. Insurance requirements are described in more detail in Specifications Section 00 80 00, Paragraph 39 - Insurance Procured by the Contractor. Note that the numbering of the option for Liability Insurance was revised from Option 7 to Option 3 as part of Amendment 2.

Question No.4: Sheet 74 (CU101) of 281 shows an existing 12” water main running in a northeasterly direction to where the levee is to be constructed. This sheet calls for this 12” water line to be removed.

In order to accurately price this item will need to know the depth and length of the line to be removed.

The plans do not show this information. Can an allowance be provided?

Response: The water main in question is owned by American Water Company and its removal will be covered under the allowance amount in Base Bid Item 0002.

4. No further questions on this solicitation will be accepted by the Government after 6 August 2010. Offerors must bid the project as they see it, unless major technical deficiencies are found.

5. This amendment shall be attached to the specifications and plans and shall be a part thereof.

(End of Summary of Changes)