W911WN-13-R-0002_24_JUN_2013pdf.pdf

W911WN-13-R-0002-0006

W81ET430355168

EAST BRANCH DAM CUTOFF WALL REHABILITATION PROJECT, NEAR WILCOX, ON THE CLARION RIVER, IN ELK COUNTY, PENNSYLVANIA.

NAICS: 237990 Other Heavy and Civil Engineering Construction, Size Standard is $33,500,000.00

Estimated Magnitude of Construction is betw een $100,000,000.00 and $250,000,000.00.

TABLE OF CONTENTS:

00010 Solicitation Contract Form 00100 Bid Schedule/Instructions to Bidders 00600 Representations & Certif ications 00700 Contract Clauses 00800 Special Contract Requirements

DONNA YON 412-395-7549

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

10-May-2013

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________1740 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________8 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________29 Aug 2013 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______160 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

U.S. ARMY ENGINEER DISTRICT, PITTSBURGH

ATTN CECT-LRP

W S MOORHEAD FEDERAL BUILDING

1000 LIBERTY AVENUE ROOM 2203

PITTSBURGH PA 15222-4186

W911WN

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

11:00 AM (hour) Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

412-644-5109FAX:TEL: TEL: FAX:

20B. SIGNATURE

(REV 4 85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540 01 155 3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

Section SF 30 - BLOCK 14 CONTINUATION PAGE

Section 00010 - Solicitation Contract Form

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 Job East Branch Cutoff Wall Remediation

FFP

The contractor shall supply all labor, equipment, supplies/materials to construct the East Branch Cutoff Wall, Wilcox, Pennsylvania, in accordance with the attached/referenced specifications and drawings. The construction work includes a 2,155 foot long concrete cutoff wall constructed through the dam and abutments to an anticipated maximum depth of 240 feet, including an anticipated maximum depth of 130 feet into bedrock. The wall element thickness will be sufficient to achieve a minimum concrete thickness of 18 inches. The unit of issue (Lump Sum) as refererred to in this Contract Line Item Number (CLIN) is the total price for all quantities multiplied by unit prices listed in the Price Schedule. Offerors shall only select the price schedule for the method they are proposing. Offerors shall provide a unit price and a total price, considering the estimated quantity, for all line items listed in this solicitation, depending on the method used for the East Branch Cutoff Wall. All quantities are estimated, except where the unit is given as "Job" or "Each."

FOB: Destination

PURCHASE REQUEST NUMBER: W81ET430355168

NET AMT

Section 00100 - Bidding Schedule/Instructions to Bidders

PRICE SCHEDULE SLURRY

SUPPLIES OR SERVICES AND PRICES/COSTS

METHOD REQUIRING SLURRY CONTROL

GROUTING

DESCRIPTION *QUANTITY UM UP AMOUNT

0001 REIMBURSEMENT FOR ACTUAL

PERFORMANCE AND PAYMENT

BONDS PREMIUMS

NTE $ . $ .

0002 TO 0009, MOB/DEMOB AND SITE

WORK ACTIVITIES

0002 MOBILIZATION AND PREPARATORY

WORK

1 JOB $ . $ .

0003 MISCELLANEOUS SITE WORK 54 MONTH $ . $ .

0004 CLEARING AND GRUBBING 1 JOB $ . $ .

0005 STRIPPING 5,270 SQUARE YARD $ . $ .

0006 ENVIRONMENTAL COMPLIANCE

MEASUREMENTS, SAMPLING, TESTING

AND REPORTING

54 MONTH $ . $ .

0007 DEMOBILIZATION 1 JOB $ . $ .

0008 SITE RESTORATION 1 JOB $ . $ .

0009 ALTERNATE WATER SUPPLY 200 THOUSAND

GALLON

0010 TO 0018, WORK PLATFORM AND

DAM CREST WORK

0010 EMBANKMENT FOR PERMANENT DAM

CREST ROAD

27,195 CUBIC YARD $ . $ .

0011 STONE PROTECTION FOR PERMANENT

DAM CREST ROAD

33,446 CUBIC YARD $ . $ .

0012 TEMPORARY WORK PLATFORM 1 JOB $ . $ .

0013 SUBGRADE FOR ROADWAY 1,169 CUBIC YARD $ . $ .

0014 AGGREGATE BASE COURSE FOR

PERMANENT DAM CREST ROAD

53,607 SQUARE YARD $ . $ .

0015 BITUMINOUS BINDER COURSE FOR

PERMANENT DAM CREST ROAD

53,607 SQUARE YARD $ . $ .

0016 BITUMINOUS WEARING COURSE FOR

PERMANENT DAM CREST ROAD

53,607 SQUARE YARD $ . $ .

0017 HIGHWAY GUIDE RAIL FOR

PERMANENT DAM CREST ROAD

3,601 LINEAR FOOT $ . $ .

0018 DAM CREST LIGHTING 1 JOB $ . $ .

0019 TO 0030, DATA MANAGEMENT

AND INSTRUMENTATION

0019 INSTRUMENTATION AND MONITORING

PROGRAM

54 MONTH $ . $ .

0020 DEVELOP DATA MANAGEMENT

SYSTEM

1 JOB $ . $ .

0021 MAINTAIN DATA MANAGEMENT

SYSTEM

54 MONTH $ . $ .

0022 BORING ENTRY INTO gINT

0022AA BORING ENTRY INTO gINT, FIRST 105

ENTRIES

105 EACH $ . $ .

0022AB BORING ENTRY INTO gINT, ALL OVER

105 ENTRIES

114 EACH $ . $ .

0023 VIBRATING WIRE PIEZOMETERS

DRILLING, RISER PIPE AND CABLING

1,852 LINEAR FOOT $ . $ .

0024 VIBRATING WIRE PIEZOMETERS

EQUIPMENT

13 EACH $ . $ .

0025 INCLINOMETERS DRILLING, CASING

AND BACKFILLING

1,769 LINEAR FOOT $ . $ .

0026 INCLINOMETERS SENSORS 51 EACH $ . $ .

0027 INCLINOMETER INSTALLATION 9 EACH $ . $ .

0028 DECOMMISSION INSTRUMENTATION 1,558 LINEAR FOOT $ . $ .

0029 INCLINED DRAINS 3,431 LINEAR FOOT $ . $ .

0030 WEIR #11 1 JOB $ . $ .

0031 TO 0036AB, EXPLORATORY

DRILLING

0031 DRILLING AND BACKFILLING,

EXPLORATORY HOLES, VERTICAL

DRILLING IN SOIL

486 LINEAR FOOT $ . $ .

0032 CORE DRILLING AND BACKFILLING,

EXPLORATORY HOLES, VERTICAL

CORE DRILLING IN BEDROCK

180 LINEAR FOOT $ . $ .

0033 DRILLING AND BACKFILLING,

EXPLORATORY HOLES, ANGLED

DRILLING IN SOIL

565 LINEAR FOOT $ . $ .

0034 CORE DRILLING AND BACKFILLING,

EXPLORATORY HOLES, ANGLED CORE

DRILLING IN BEDROCK

540 LINEAR FOOT $ . $ .

0035 OPTICAL TELEVIEWER SURVEYING,

EXPLORATORY HOLES

720 LINEAR FOOT $ . $ .

0036 PRESSURE TESTING, EXPLORATORY

HOLES

0036AA PRESSURE TESTING, EXPLORATORY

HOLES, FIRST 67 TESTS

67 EACH $ . $ .

0036AB PRESSURE TESTING, EXPLORATORY

HOLES, ALL OVER 67 TESTS

14 EACH $ . $ .

0037 TO 0055, GROUTING

0037 AUTOMATED GROUTING CONTROL

AND DATA SYSTEM

0037AA AUTOMATED GROUTING CONTROL

AND DATA SYSTEM, FIRST 246 HOLES

246 HOLE $ . $ .

0037AB AUTOMATED GROUTING CONTROL

AND DATA SYSTEM, ALL OVER 246

HOLES

581 HOLE $ . $ .

0038 DRILLING IN SOIL, GROUT HOLES

0038AA DRILLING SOIL, GROUT HOLES, FIRST

29,600 LINEAR FOOT

29,600 LINEAR FOOT $ . $ .

0038AB DRILLING IN SOIL, GROUT HOLES, ALL

OVER 29,600 LINEAR FOOT

67,500 LINEAR FOOT $ . $ .

0039 DRILLING IN BEDROCK, GROUT HOLES

0039AA DRILLING IN BEDROCK, GROUT HOLES,

FIRST 17,100 LINEAR FOOT

17,100 LINEAR FOOT $ . $ .

0039AB DRILLING IN BEDROCK, GROUT HOLES,

ALL OVER 17,100 LINEAR FOOT

43,800 LINEAR FOOT $ . $ .

0040 OPTICAL TELEVIEWER SURVEYING,

GROUT HOLES

0040AA OPTICAL TELEVIEWER SURVEYING,

GROUT HOLES, FIRST 3,711 HOLES

3,711 LINEAR FOOT $ . $ .

0040AB OPTICAL TELEVIEWER SURVEYING,

GROUT HOLES, ALL OVER 3,711 HOLES

12,945 LINEAR FOOT $ . $ .

0041 PRESSURE TESTING, GROUT HOLES

0041AA PRESSURE TESTING, FIRST 847 EACH 847 EACH $ . $ .

0041AB PRESSURE TESTING, ALL OVER 847

EACH

1,980 EACH $ . $ .

0042 GROUTING

0042AA GROUTING, FIRST 2,650 HOURS 2,650 HOUR $ . $ .

0042AB GROUTING, ALL OVER 2,650 HOURS 2,450 HOUR $ . $ .

0043AA

GROUT MIX A

GROUT MIX A, FIRST 9,250 CUBIC FOOT

9,250

CUBIC FOOT

0043AB GROUT MIX A, ALL OVER 9,250 CUBIC

FOOT

22,800 CUBIC FOOT $ . $ .

0044 GROUT MIX B

0044AA GROUT MIX B, FIRST 1,300 CUBIC FOOT 1,300 CUBIC FOOT $ . $ .

0044AB GROUT MIX B, ALL OVER 1,300 CUBIC

FOOT

1,750 CUBIC FOOT $ . $ .

0045 GROUT MIX C

0045AA GROUT MIX C, FIRST 1,100 CUBIC FOOT 1,100 CUBIC FOOT $ . $ .

0045AB GROUT MIX C, ALL OVER 1,100 CUBIC

FOOT

1,200 CUBIC FOOT $ . $ .

0046 GROUT MIX D

0046AA GROUT MIX D, FIRST 580 CUBIC FOOT 580 CUBIC FOOT $ . $ .

0046AB GROUT MIX D, ALL OVER 580 CUBIC

FOOT

300 CUBIC FOOT $ . $ .

0047 GROUT MIX E1 - WITHOUT

ANTIWASHOUT

0047AA GROUT MIX E1 - WITHOUT

ANTIWASHOUT, FIRST 150 CUBIC FOOT

150 CUBIC FOOT $ . $ .

0047AB

GROUT MIX E1 - WITHOUT

ANTIWASHOUT, ALL OVER 150 CUBIC

0048 GROUT MIX E2 - WITH ANTIWASHOUT 140 CUBIC FOOT $ . $ .

0048AA RESERVED - - $ . $ .

0048AB RESERVED - - $ . $ .

0049 GROUT MIX F1 - SAND WITHOUT

0049AA GROUT MIX F1 - SAND WITHOUT

ANTIWASHOUT, FIRST 130 CUBIC FOOT

130 CUBIC FOOT $ . $ .

0049AB

GROUT MIX F1 - SAND WITHOUT

ANTIWASHOUT, ALL OVER 130 CUBIC

0050 GROUT MIX F2 - SAND WITH

130 CUBIC FOOT $ . $ .

0050AA RESERVED - - $ . $ .

0050AB RESERVED - - $ . $ .

0051 DRILLING AND BACKFILLING,

VERIFICATION HOLES, GROUTED ZONE

0051AA DRILLING AND BACKFILLING,

VERIFICATION HOLES, GROUTED ZONE,

FIRST 1705 LINEAR FOOT

1,705 LINEAR FOOT $ . $ .

0051AB DRILLING AND BACKFILLING,

VERIFICATION HOLES, GROUTED ZONE,

ALL OVER 1,705 LINEAR FOOT

536 LINEAR FOOT $ . $ .

0052 CORE DRILLING AND BACKFILLING,

0052AA CORE DRILLING AND BACKFILLING,

FIRST 1382 LINEAR FOOT

1,382 LINEAR FOOT $ . $ .

0052AB CORE DRILLING AND BACKFILLING,

VERIFICATION HOLES, GROUTED ZONE,

ALL OVER 1,382 LINEAR FOOT

894 LINEAR FOOT $ . $ .

0053 OPTICAL TELEVIEWER SURVEYING,

0053AA OPTICAL TELEVIEWER SURVEYING,

FIRST 1382 LINEAR FOOT

1,382 LINEAR FOOT $ . $ .

0053AB OPTICAL TELEVIEWER SURVEYING,

VERIFICATION HOLES, GROUTED ZONE,

ALL OVER 1,382 HOLES

894 LINEAR FOOT $ . $ .

0054 PRESSURE TESTING, VERIFICATION

HOLES, GROUTED ZONE

0054AA PRESSURE TESTING, VERIFICATION

HOLES, GROUTED ZONE, FIRST 136

TESTS

136 EACH $ . $ .

0054AB PRESSURE TESTING, VERIFICATION

HOLES, GROUTED ZONE, ALL OVER 136

TESTS

97 EACH $ . $ .

0055 RESERVED

0056 TO 0069, CUTOFF WALL

- HOUR $ . $ .

0056 CUTOFF WALL CONSTRUCTION IN

EMBANKMENT, NON-CRITICAL AREAS

161,627 SQUARE FOOT $ . $ .

0057 CUTOFF WALL CONSTRUCTION IN

FOUNDATION SOIL, NON-CRITICAL

AREAS

0057AA CUTOFF WALL CONSTRUCTION IN

AREAS, FIRST 84,979 SQUARE FOOT

87,837 SQUARE FOOT $ . $ .

0057AB CUTOFF WALL CONSTRUCTION IN

FOUNDATION SOIL, NON-CRITICAL

AREAS, ALL OVER 84,979 SQUARE FOOT

10,224 SQUARE FOOT $ . $ .

CUTOFF WALL CONSTRUCTION IN

BEDROCK, NON-CRITICAL AREAS

0058AA CUTOFF WALL CONSTRUCTION IN

BEDROCK, NON-CRITICAL AREAS,

FIRST 96,987 SQUARE FOOT

101,387 SQUARE FOOT $ . $ .

0058AB CUTOFF WALL CONSTRUCTION IN

BEDROCK, NON-CRITICAL AREAS, ALL

OVER 96,987 SQUARE FOOT

10,672 SQUARE FOOT $ . $ .

0059 CUTOFF WALL CONSTRUCTION IN

EMBANKMENT, CRITICAL AREA

11,335 SQUARE FOOT $ . $ .

0060 CUTOFF WALL CONSTRUCTION IN

FOUNDATION SOIL, CRITICAL AREA

0060AA CUTOFF WALL CONSTRUCTION IN

FOUNDATION SOIL, CRITICAL AREA,

FIRST 7,896 SQUARE FOOT

5,129 SQUARE FOOT $ . $ .

0060AB CUTOFF WALL CONSTRUCTION IN

FOUNDATION SOIL, CRITICAL AREA,

ALL OVER 7,896 SQUARE FOOT

953 SQUARE FOOT $ . $ .

0061 CUTOFF WALL CONSTRUCTION IN

BEDROCK, CRITICAL AREA

0061AA CUTOFF WALL CONSTRUCTION IN

BEDROCK, CRITICAL AREA, FIRST

17,963 SQUARE FOOT

13,587 SQUARE FOOT $ . $ .

0061AB CUTOFF WALL CONSTRUCTION IN

BEDROCK, CRITICAL AREA, ALL OVER

17,963 SQUARE FOOT

986 SQUARE FOOT $ . $ .

0062 ANTIWASHOUT ADMIXTURE FOR

CUTOFF WALL

0062AA ANTIWASHOUT ADMIXTURE FOR

CUTOFF WALL, FIRST 11,750 GALLONS

11,750 GALLON $ . $ .

0062AB ANTIWASHOUT ADMIXTURE FOR

CUTOFF WALL, ALL OVER 11,750

GALLONS

7,833 GALLON $ . $ .

0063 CORE DRILLING AND BACKFILLING,

VERIFICATION HOLES, CUTOFF WALL,

VERTICAL HQ-SIZE HOLES

0063AA CORE DRILLING AND BACKFILLING,

VERTICAL HQ-SIZE HOLES, FIRST 924

LINEAR FOOT

924 LINEAR FOOT $ . $ .

0063AB CORE DRILLING AND BACKFILLING,

VERIFICATION HOLES, CUTOFF WALL,

VERTICAL HQ-SIZE HOLES, ALL OVER

924 LINEAR FOOT

308 LINEAR FOOT $ . $ .

0064 CORE DRILLING AND BACKFILLING,

ANGLED HQ-SIZE HOLES

0064AA CORE DRILLING AND BACKFILLING,

ANGLED HQ-SIZE HOLES, FIRST 820

LINEAR FOOT

820 LINEAR FOOT $ . $ .

0064AB CORE DRILLING AND BACKFILLING,

VERIFICATION HOLES, CUTOFF WALL,

ANGLED HQ-SIZE HOLES, ALL OVER 820

LINEAR FOOT

492 LINEAR FOOT $ . $ .

0065 CORE DRILLING AND BACKFILLING,

VERTICAL PQ-SIZE HOLES

0065AA CORE DRILLING AND BACKFILLING,

VERTICAL PQ-SIZE HOLES, FIRST 2,156

LINEAR FOOT

2,156 LINEAR FOOT $ . $ .

0065AB CORE DRILLING AND BACKFILLING,

VERTICAL PQ-SIZE HOLES, ALL OVER

2,156 LINEAR FOOT

1,540 LINEAR FOOT $ . $ .

0066 FALLING HEAD TESTIING,

VERIFICATION HOLES, CUTOFF WALL

0066AA FALLING HEAD TESTING,

25 EACH $ . $ .

0066AB FALLING HEAD TESTING,

VERIFICATION HOLES, CUTOFF WALL,

ALL OVER 25 HOLES

21 EACH $ . $ .

0067 OPTICAL TELEVIEWER SURVEYING,

0067AA

OPTICAL TELEVIEWER SURVEYING,

FIRST 3,900 LINEAR FOOT

3,900

0067AB OPTICAL TELEVIEWER SURVEYING,

VERIFICATION HOLES, CUTOFF WALL,

ALL OVER 3,900 LINEAR FOOT

2,340 LINEAR FOOT $ . $ .

0068 CCTV SURVEYING, VERIFICATION

HOLES, CUTOFF WALL

0068AA CCTV SURVEYING, VERIFICATION

HOLES, CUTOFF WALL, FIRST 3,900

LINEAR FOOT

3,900 LINEAR FOOT $ . $ .

0068AB CCTV SURVEYING, VERIFICATION

HOLES, CUTOFF WALL, ALL OVER 3,900

LINEAR FOOT

2,340 LINEAR FOOT $ . $ .

0069 SPILLWAY CUTOFF SLAB 8,568 SQUARE YARD $ . $ .

TOTAL, ITEMS 0001 THROUGH 00069,

INCLUSIVE

PRICE SCHEDULE NO SLURRY

SUPPLIES OR SERVICES AND PRICES/COSTS METHOD

NOT REQUIRING SLURRY CONTROL GROUTING

DESCRIPTION *QUANTITY UM UP AMOUNT

0001 REIMBURSEMENT FOR ACTUAL

PERFORMANCE AND PAYMENT

BONDS PREMIUMS

NTE $ . $ .

0002 TO 0009, MOB/DEMOB AND SITE

WORK ACTIVITIES

0002 MOBILIZATION AND PREPARATORY

WORK

1 JOB $ . $ .

0003 MISCELLANEOUS SITE WORK 54 MONTH $ . $ .

0004 CLEARING AND GRUBBING 1 JOB $ . $ .

0005 STRIPPING 5,270 SQUARE YARD $ . $ .

0006 ENVIRONMENTAL COMPLIANCE

MEASUREMENTS, SAMPLING, TESTING

AND REPORTING

54 MONTH $ . $ .

0007 DEMOBILIZATION 1 JOB $ . $ .

0008 SITE RESTORATION 1 JOB $ . $ .

0009 ALTERNATE WATER SUPPLY 200 THOUSAND

GALLON

0010 TO 0018, WORK PLATFORM AND

DAM CREST WORK

0010 EMBANKMENT FOR PERMANENT DAM

CREST ROAD

27,195 CUBIC YARD $ . $ .

0011 STONE PROTECTION FOR PERMANENT

DAM CREST ROAD

33,446 CUBIC YARD $ . $ .

0012 TEMPORARY WORK PLATFORM 1 JOB $ . $ .

0013 SUBGRADE FOR ROADWAY 1,169 CUBIC YARD $ . $ .

0014 AGGREGATE BASE COURSE FOR

PERMANENT DAM CREST ROAD

53,607 SQUARE YARD $ . $ .

0015 BITUMINOUS BINDER COURSE FOR

PERMANENT DAM CREST ROAD

53,607 SQUARE YARD $ . $ .

0016 BITUMINOUS WEARING COURSE FOR

PERMANENT DAM CREST ROAD

53,607 SQUARE YARD $ . $ .

0017 HIGHWAY GUIDE RAIL FOR

PERMANENT DAM CREST ROAD

3,601 LINEAR FOOT $ . $ .

0018 DAM CREST LIGHTING 1 JOB $ . $ .

0019 TO 0030, DATA MANAGEMENT

AND INSTRUMENTATION

0019 INSTRUMENTATION AND MONITORING

PROGRAM

54 MONTH $ . $ .

0020 DEVELOP DATA MANAGEMENT

SYSTEM

1 JOB $ . $ .

0021 MAINTAIN DATA MANAGEMENT

SYSTEM

54 MONTH $ . $ .

0022 BORING ENTRY INTO gINT

0022AA BORING ENTRY INTO gINT, FIRST 105

ENTRIES

105 EACH $ . $ .

0022AB BORING ENTRY INTO gINT, ALL OVER

105 ENTRIES

114 EACH $ . $ .

0023 VIBRATING WIRE PIEZOMETERS

DRILLING, RISER PIPE AND CABLING

1,852 LINEAR FOOT $ . $ .

0024 VIBRATING WIRE PIEZOMETERS

EQUIPMENT

13 EACH $ . $ .

0025 INCLINOMETERS DRILLING, CASING

AND BACKFILLING

1,769 LINEAR FOOT $ . $ .

0026 INCLINOMETERS SENSORS 51 EACH $ . $ .

0027 INCLINOMETER INSTALLATION 9 EACH $ . $ .

0028 DECOMMISSION INSTRUMENTATION 1,558 LINEAR FOOT $ . $ .

0029 INCLINED DRAINS 3,431 LINEAR FOOT $ . $ .

0030 WEIR #11 1 JOB $ . $ .

0031 TO 0036AB, EXPLORATORY

DRILLING

0031 DRILLING AND BACKFILLING,

EXPLORATORY HOLES, VERTICAL

DRILLING IN SOIL

486 LINEAR FOOT $ . $ .

0032 CORE DRILLING AND BACKFILLING,

EXPLORATORY HOLES, VERTICAL

CORE DRILLING IN BEDROCK

180 LINEAR FOOT $ . $ .

0033 DRILLING AND BACKFILLING,

EXPLORATORY HOLES, ANGLED

DRILLING IN SOIL

565 LINEAR FOOT $ . $ .

0034 CORE DRILLING AND BACKFILLING,

EXPLORATORY HOLES, ANGLED CORE

DRILLING IN BEDROCK

540 LINEAR FOOT $ . $ .

0035 OPTICAL TELEVIEWER SURVEYING,

EXPLORATORY HOLES

720 LINEAR FOOT $ . $ .

0036 PRESSURE TESTING, EXPLORATORY

HOLES

0036AA PRESSURE TESTING, EXPLORATORY

HOLES, FIRST 67 HOLES

67 EACH $ . $ .

0036AB PRESSURE TESTING, EXPLORATORY

HOLES, ALL OVER 67 HOLES

14 EACH $ . $ .

0037 TO 0055, GROUTING

0037 AUTOMATED GROUTING CONTROL

AND DATA SYSTEM

0037AA AUTOMATED GROUTING CONTROL

AND DATA SYSTEM, FIRST 44 HOLES

44 HOLE $ . $ .

0037AB AUTOMATED GROUTING CONTROL

AND DATA SYSTEM, ALL OVER 44

HOLES

126 HOLE $ . $ .

0038 DRILLING IN SOIL, GROUT HOLES

0038AA DRILLING SOIL, GROUT HOLES, FIRST

2,234 LINEAR FOOT

2,234 LINEAR FOOT $ . $ .

0038AB DRILLING IN SOIL, GROUT HOLES, ALL

OVER 2,234 LINEAR FOOT

6,261 LINEAR FOOT $ . $ .

0039 DRILLING IN BEDROCK, GROUT HOLES

0039AA DRILLING IN BEDROCK, GROUT HOLES,

FIRST 5,694 LINEAR FOOT

5,694 LINEAR FOOT $ . $ .

0039AB DRILLING IN BEDROCK, GROUT HOLES,

ALL OVER 5,694 LINEAR FOOT

16,295 LINEAR FOOT $ . $ .

0040 OPTICAL TELEVIEWER SURVEYING,

GROUT HOLES

0040AA OPTICAL TELEVIEWER SURVEYING,

GROUT HOLES, FIRST 895 HOLES

895 LINEAR FOOT $ . $ .

0040AB OPTICAL TELEVIEWER SURVEYING,

GROUT HOLES, ALL OVER 895 HOLES

1,540 LINEAR FOOT $ . $ .

0041 PRESSURE TESTING, GROUT HOLES

0041AA PRESSURE TESTING, FIRST 504 EACH 504 EACH $ . $ .

0041AB PRESSURE TESTING, ALL OVER 504

EACH

1,441 EACH $ . $ .

0042 GROUTING

0042AA GROUTING, FIRST 480 HOURS 480 HOUR $ . $ .

0042AB GROUTING, ALL OVER 480 HOURS 332 HOUR $ . $ .

0043AA

GROUT MIX A

GROUT MIX A, FIRST 1,417 CUBIC FOOT

1,417

0043AB GROUT MIX A, ALL OVER 1,417 CUBIC

FOOT

3,617 CUBIC FOOT $ . $ .

0044 GROUT MIX B

0044AA GROUT MIX B, FIRST 202 CUBIC FOOT 202 CUBIC FOOT $ . $ .

0044AB GROUT MIX B, ALL OVER 202 CUBIC

90 CUBIC FOOT $ . $ .

0045 GROUT MIX C

0045AA GROUT MIX C, FIRST 181 CUBIC FOOT 181 CUBIC FOOT $ . $ .

0045AB GROUT MIX C, ALL OVER 181 CUBIC

FOOT

54 CUBIC FOOT $ . $ .

0046 GROUT MIX D

0046AA GROUT MIX D, FIRST 144 CUBIC FOOT 144 CUBIC FOOT $ . $ .

0046AB GROUT MIX D, ALL OVER 144 CUBIC

FOOT

10 CUBIC FOOT $ . $ .

0047 GROUT MIX E1 - WITHOUT

0047AA GROUT MIX E1 - WITHOUT

ANTIWASHOUT, FIRST 36 CUBIC FOOT

36 CUBIC FOOT $ . $ .

0047AB

GROUT MIX E1 - WITHOUT

ANTIWASHOUT, ALL OVER 36 CUBIC

0048 GROUT MIX E2 - WITH ANTIWASHOUT 26 CUBIC FOOT $ . $ .

0048AA RESERVED - - $ . $ .

0048AB RESERVED - - $ . $ .

0049 GROUT MIX F1 - SAND WITHOUT

0049AA GROUT MIX F1 - SAND WITHOUT

ANTIWASHOUT, FIRST 17 CUBIC FOOT

17 CUBIC FOOT $ . $ .

0049AB

GROUT MIX F1 - SAND WITHOUT

ANTIWASHOUT, ALL OVER 17 CUBIC

0050 GROUT MIX F2 - SAND WITH

17 CUBIC FOOT $ . $ .

0050AA RESERVED - - $ . $ .

0050AB RESERVED - - $ . $ .

0051 DRILLING AND BACKFILLING,

0051AA DRILLING AND BACKFILLING,

FIRST 298 LINEAR FOOT

298 LINEAR FOOT $ . $ .

0051AB DRILLING AND BACKFILLING,

VERIFICATION HOLES, GROUTED ZONE,

FIRST 298 LINEAR FOOT

119 LINEAR FOOT $ . $ .

0052 CORE DRILLING AND BACKFILLING,

0052AA CORE DRILLING AND BACKFILLING,

FIRST 782 LINEAR FOOT

782 LINEAR FOOT $ . $ .

0052AB CORE DRILLING AND BACKFILLING,

ALL OVER 782 LINEAR FOOT

464 LINEAR FOOT $ . $ .

0053 OPTICAL TELEVIEWER SURVEYING,

0053AA OPTICAL TELEVIEWER SURVEYING,

FIRST 782 LINEAR FOOT

782 LINEAR FOOT $ . $ .

0053AB OPTICAL TELEVIEWER SURVEYING,

VERIFICATION HOLES, GROUTED ZONE,

ALL OVER 782 LINEAR FOOT

464 LINEAR FOOT $ . $ .

0054 PRESSURE TESTING, VERIFICATION

HOLES, GROUTED ZONE

0054AA PRESSURE TESTING, VERIFICATION

HOLES, GROUTED ZONE, FIRST 76

TESTS

76 EACH $ . $ .

0054AB PRESSURE TESTING, VERIFICATION

HOLES, GROUTED ZONE, ALL OVER 76

TESTS

54 EACH $ . $ .

0055 RESERVED

0056 TO 0069, CUTOFF WALL

- HOUR $ . $ .

0056 CUTOFF WALL CONSTRUCTION IN

EMBANKMENT, NON-CRITICAL AREAS

161,627 SQUARE FOOT $ . $ .

0057 CUTOFF WALL CONSTRUCTION IN

AREAS

0057AA CUTOFF WALL CONSTRUCTION IN

AREAS, FIRST 84,979 SQUARE FOOT

87,837 SQUARE FOOT $ . $ .

0057AB CUTOFF WALL CONSTRUCTION IN

FOUNDATION SOIL, NON-CRITICAL

AREAS, ALL OVER 84,979 SQUARE FOOT

10,224 SQUARE FOOT $ . $ .

CUTOFF WALL CONSTRUCTION IN

BEDROCK, NON-CRITICAL AREAS

0058AA CUTOFF WALL CONSTRUCTION IN

BEDROCK, NON-CRITICAL AREAS,

FIRST 96,987 SQUARE FOOT

101,387 SQUARE FOOT $ . $ .

0058AB CUTOFF WALL CONSTRUCTION IN

BEDROCK, NON-CRITICAL AREAS, ALL

OVER 96,987 SQUARE FOOT

10,672 SQUARE FOOT $ . $ .

0059 CUTOFF WALL CONSTRUCTION IN

EMBANKMENT, CRITICAL AREA

11,335 SQUARE FOOT $ . $ .

0060 CUTOFF WALL CONSTRUCTION IN

FOUNDATION SOIL, CRITICAL AREA

0060AA CUTOFF WALL CONSTRUCTION IN

FIRST 7,896 SQUARE FOOT

5,129 SQUARE FOOT $ . $ .

0060AB CUTOFF WALL CONSTRUCTION IN

ALL OVER 7,896 SQUARE FOOT

953 SQUARE FOOT $ . $ .

0061 CUTOFF WALL CONSTRUCTION IN

BEDROCK, CRITICAL AREA

0061AA CUTOFF WALL CONSTRUCTION IN

BEDROCK, CRITICAL AREA, FIRST

17,963 SQUARE FOOT

13,587 SQUARE FOOT $ . $ .

0061AB CUTOFF WALL CONSTRUCTION IN

BEDROCK, CRITICAL AREA, ALL OVER

17,963 SQUARE FOOT

986 SQUARE FOOT $ . $ .

0062 ANTIWASHOUT ADMIXTURE FOR

CUTOFF WALL

0062AA ANTIWASHOUT ADMIXTURE FOR

CUTOFF WALL, FIRST 11,750 GALLONS

11,750 GALLON $ . $ .

0062AB ANTIWASHOUT ADMIXTURE FOR

CUTOFF WALL, ALL OVER 11,750

GALLONS

7,833 GALLON $ . $ .

0063 CORE DRILLING AND BACKFILLING,

VERTICAL HQ-SIZE HOLES

0063AA CORE DRILLING AND BACKFILLING,

VERTICAL HQ-SIZE HOLES, FIRST 924

LINEAR FEET

924 LINEAR FOOT $ . $ .

0063AB CORE DRILLING AND BACKFILLING,

VERIFICATION HOLES, CUTOFF WALL,

VERTICAL HQ-SIZE HOLES, ALL OVER

924 LINEAR FEET

308 LINEAR FOOT $ . $ .

0064 CORE DRILLING AND BACKFILLING,

ANGLED HQ-SIZE HOLES

0064AA CORE DRILLING AND BACKFILLING,

ANGLED HQ-SIZE HOLES, FIRST 820

LINEAR FEET

820 LINEAR FOOT $ . $ .

0064AB CORE DRILLING AND BACKFILLING,

VERIFICATION HOLES, CUTOFF WALL,

ANGLED HQ-SIZE HOLES, ALL OVER 820

LINEAR FEET

492 LINEAR FOOT $ . $ .

0065 CORE DRILLING AND BACKFILLING,

VERTICAL PQ-SIZE HOLES

0065AA CORE DRILLING AND BACKFILLING,

VERTICAL PQ-SIZE HOLES, FIRST 2156

LINEAR FEET

2,156 LINEAR FOOT $ . $ .

0065AB CORE DRILLING AND BACKFILLING,

VERIFICATION HOLES, CUTOFF WALL,

VERTICAL PQ-SIZE HOLES, ALL OVER

2156 LINEAR FEET

1,540 LINEAR FOOT $ . $ .

0066 FALLING HEAD TESTIING,

0066AA FALLING HEAD TESTIING,

25 TESTS $ . $ .

0066AB FALLING HEAD TESTIING,

VERIFICATION HOLES, CUTOFF WALL,

ALL OVER 25 TESTS

21 TESTS $ . $ .

0067 OPTICAL TELEVIEWER SURVEYING,

0067AA

OPTICAL TELEVIEWER SURVEYING,

FIRST 3900 LINEAR FEET

3,900

0067AB OPTICAL TELEVIEWER SURVEYING,

VERIFICATION HOLES, CUTOFF WALL,

ALL OVER 3900 LINEAR FEET

2,340 LINEAR FOOT $ . $ .

0068 CCTV SURVEYING, VERIFICATION

HOLES, CUTOFF WALL

0068AA CCTV SURVEYING, VERIFICATION

HOLES, CUTOFF WALL, FIRST 3900

LINEAR FEET

3,900 LINEAR FOOT $ . $ .

0068AB CCTV SURVEYING, VERIFICATION

HOLES, CUTOFF WALL, ALL OVER 3900

LINEAR FEET

2,340 LINEAR FOOT $ . $ .

0069 SPILLWAY CUTOFF SLAB 8,568 SQUARE YARD $ . $ .

TOTAL, ITEMS 0001 THROUGH 0069,

INCLUSIVE

ADDENDUM TO SECTION 00100

INSTRUCTIONS TO OFFERORS

00100-1 POINT OF CONTACT

Inquiries may be made by writing this office, or by calling (collect calls not accepted), the following individuals:

Ms. Donna Yon 412-395-7549 for Contracting Questions Email: Donna.Yon@usace.army.mil

Requests for hardcopies of the specifications will not be honored by telephone. Vendors must register at https://www.fbo.gov/ and download the plans and specifications. This site is also used for obtaining bid results and award information.

00100-2 SUBMISSION OF QUESTIONS

Due to the importance of maintaining the schedule for this project, it is requested that all questions regarding the specifications and/or drawings be submitted by 1 July 2013 at 1:00 p.m.

All questions must be in writing and may be emailed to LRP.CONTRACTING@USACE.ARMY.MIL or faxed at 412-644-5109 with the SUBJECT of the email as the solicitation number “W911WN-13-R-0002 – QUESTION. Any questions received after the above date will be answered at the discretion of the Contracting Officer.

00100-3 CONTENT OF PROPOSAL - The following shall be included in the Proposal Submission:

The Offeror’s proposal shall be submitted in hard copies and Compact Disks (in searchable Portable Document Format) that contain the Offeror’s entire proposal to the US Army Corps of Engineers, Pittsburgh District Contracting Office in the format set forth below. The Offeror’s proposal shall consist of THREE separate volumes with the number of copies specified (Offeror’s are to disregard instruction regarding the number of copies in Block 13A of the SF 1442), as follows:

Volume I (Technical Proposal) (1 Original, 7 copies and 1 CD) This volume shall be divided into FOUR separate sections, marked by tabular dividers:

Volume I shall consist of Factor I -Technical Proposal, Factor II – Experience, Factor III – Past Performance, and Factor IV – Management Approach. This volume shall be divided/tabbed into FOUR separate sections to coincide with each factor, and https://www.fbo.gov/ mailto:LRP.CONTRACTING@USACE.ARMY.MIL further sub-divided /tabbed to coincide with each sub-factor as follows: (1 Original, 7 copies and 1 CD):

Tab I – Factor I - Technical Approach

Sub-factor Tab IA Means and Method Sub-factor Tab IB Emergency Response Tab IC Data Management System

Tab II – Factor II -Experience Sub-factor Tab IIA Specialized Experience of the Offeror Sub-factor Tab IIB Specialized Experience of Key Personnel

Tab III – Factor III - Past Performance Past Performance Questionnaire, Form PPQ-0 (Attachment 1)

Tab IV – Factor IV - Management Approach

Sub-factor Tab IVA Contractor/Subcontractor/Supplier Plan Sub-factor Tab IVB Organization with Key Personnel (Attachment 5) Sub-factor Tab IVC Schedule

Volume II (Small Business Participation) shall consist of Factor V - Small Business Participation Plan only. This volume shall be divided/tabbed to coincide with each sub-factor as follows: (1 Original, 2 copies and 1 CD): (1 Original, 2 copies and 1 CD) shall consist of:

Sub-factor Tab VA Small Business Participation Plan (Attachment 2) Sub-factor Tab VB Past Utilization of Small Business Participation Plan Information Collection Sheet (Attachment 3)

Volume III (Price Proposal) shall consist of Factor VI Price Proposal and the other documents listed below. This volume shall be divided/tabbed to coincide with each item as follows:) (1 Original, 2 copies and 1 CD) shall consist of the following:

Tab A – Standard Form 1442, Solicitation, Offer and Award and Amendments

Tab B – Price Schedule & Offeror’s Expected Funding Profile (Attachment 6), Required Funds by Fiscal Year (01 Oct thru 30 Sept).

The CD shall contain an electronic Microsoft Excel version of the Proposal Price Schedule.

Tab C – Bid Guarantee Tab D – Proposal Data Sheet (Attachment 4) Tab E – Offeror’s Certifications and Representations (Online only)

2. PROPOSAL FILES.

a. Format. The submission shall be clearly indexed and logically assembled.

Each volume shall be clearly identified and shall begin at the top of a page. All pages of each volume shall be appropriately numbered and identified by the complete company name, date and solicitation number in the header and/or footer. Documents shall use the following page setup parameters:

Margins – Top, Bottom, Left, Right - 1” Gutter – 0” From Edge – Header, Footer - 0.5” Page Size, Width – 8.5” Page Size, Height – 11” Tab IA Drawings shall be on 11”x17” paper Tab IVC Schedule shall be on 11”x17” paper

The following additional restrictions apply:

Each paragraph shall be separated by at least one blank line. A standard, 12-point minimum font size applies. Arial or Times New Roman fonts are required. Tables and illustrations may use a reduced font size not less than 8-point and may be landscape.

File Packaging. Volumes I, II and Volume III shall be submitted as separate document packages (round-ring binders) as noted in the Introduction. If both sides of the paper are used, it will be counted as two pages. Fold-out pages, if included, shall fold entirely within the volume and each 8 1/2 inch by 11 inch section of a fold-out shall count as one page. Overlays or expensive reproduction is not desired.

Page Count: Volume I shall be limited to 125 pages excluding the items listed below. Those pages that exceed the 125 page count for Volume I will not be evaluated.

EXCEPTIONS: The Cover Page, Table of Contents, and the content for Factor II and Factor III and agreements between the Offeror and major subcontractors submitted under Sub-Factor IVA Example projects submitted under sub-factor IIA, resumes submitted under sub-factor IIB, and data output provided under Subfactor IC Data Management will not count towards the 125 page limit.

b. Content Requirements. All information shall be confined to the appropriate

Volume and TAB. The Offeror shall confine submissions to essential matters, sufficient to define the proposal and provide adequate basis for evaluation. Offerors are responsible for including sufficient details, in a concise manner, to permit a complete and accurate evaluation of each proposal. Each TAB of the proposal shall consist of a Table of Contents, Summary Section, and the Team Consensus Narrative discussion. The Summary Section shall contain a brief abstract of the TAB. Proprietary information shall be clearly marked. The Government will not assume, nor consider anything that is not specifically addressed in the proposal.

c. No price proposal data shall appear in any volume other than Volume III, Factor VI - Price Proposal.

d. Proposals shall not be permanently bound. All proposals shall be submitted in a loose 3-ring binder, or equivalent. This will facilitate the evaluation process, if any pages need to be substituted later.

e. Language and Currency – In accordance with FAR 52.215-1(c)(5), offeror’s shall submit proposals in response to this solicitation in English and in U.S. dollars. Proposals shall be edited by a technical editor who is proficient in the English language.

VOLUME I

VOLUME I – TAB I – FACTOR I – TECHNICAL APPROACH

Sub-Factor Title

IA Means and Method

The Offeror’s proposal shall contain a detailed Staging and Area Use Plan(s) that includes how the project site will be organized. Staging and Area Use Plan(s) shall illustrate, where applicable, the use of contractor work areas including, but not limited to, lay down areas, construction work platform, grout plants, concrete plants, contractor offices and maintenance facilities, quality control/assurance laboratories, de-sanding and slurry plants, slurry containment areas, sedimentation ponds, haul roads, access roads, and any additional land requirements outside the designated lay down areas within the contractor work limits. Include a general description of the traffic management plan for any county, state, or federal roadways impacted.

The Offeror’s proposal shall contain conceptual Cutoff Wall Design schematics including, as a minimum:

1. A plan view showing approximate locations of the work platform, permanent and slurry control (if applicable) grouting, and cutoff wall elements (including the Critical Area).

2. Plan and elevation details showing both typical and Critical Area cutoff wall elements with dimensions for elements, and element spacing and classification of primary and secondary elements, and slurry control grouting (if used).

3. A typical cross sections in the valley and right abutment showing the work platform, cutoff wall and grout lines.

The Offeror’s proposal shall contain a description of the Offeror’s Construction Method for the East Branch Cutoff Wall that includes all of the following:

• Proposed plan for performing the permanent foundation grouting and any slurry control grouting. Discuss all drilling, grouting and monitoring equipment used.

• Cutoff wall element dimensions and spacing

• Proposed element (primary & secondary) construction sequencing and how it pertains to the minimum spacing between open and curing elements described in Section 31 56 10.08, paragraph 3.5.2. Deviations from the specifications shall be supported, justified, and in sufficient detail to clearly show that the proposed deviation meets the intent and purpose of the specifications.

• Proposed sequencing between the major construction features (work platform, grouting, cutoff wall, etc.), taking into consideration the sequence requirements included in the specifications. Specifically address the seasonal restriction in the Critical Area.

• Proposed verticality tolerances (if different from specifications, discussion of any deviations from specified verticality requirements and supporting rational) and how continuity requirements will be achieved. Discuss methods that will be used for verification of continuity and concrete quality.

• Methods for construction in embankment and foundation soils. Discuss what equipment will be used and why it is appropriate for this contract. If applicable, provide relevant examples of how methods and/or equipment have been successfully used previously.

Address how Offeror will approach trench stability, high permeability soils, potential slurry/fluid loss in rock, boulders, and man-made obstructions.

• Method and approach in soil-rock interface zone to prevent slurry/fluid loss and introduction of slurry/fluid into the interface and embankment. If applicable, provide relevant examples of how methods and/or equipment have been successfully used previously.

• Method for construction in rock. Address what equipment will be used and why it is appropriate for East Branch; specifically the expected rock strengths and conditions. If applicable, provide relevant examples of how methods and/or equipment have been successfully used previously. Discuss how Offeror will approach sloping top of rock, man-made obstructions, equipment loss, slurry/fluid loss, control of seepage and concrete washout.

• How means and methods will be performed in a manner to prevent damage to the dam and maintain Dam Safety throughout all construction activities.

• Proposed methods for remediating elements, or the demonstration section, that are not accepted. Discuss methods for remediating elements that are not accepted based on not achieving verticality, inadequate overlap, poor concrete placement, and not meeting required depths.

• Ability to adapt processes/equipment to actual encountered site conditions.

• Contingency plans if minimum or expected depth, dimensions, continuity/overlap, are not met.

• Contingency plans to meet required period of performance if anticipated production rates are not met.

• Concrete staging, production, placement, and verification.

• Proposed materials, methods and equipment used for slurry (if applicable) production, de-sanding, de-silting, centrifuge, filter press, and other operations that are inherent to the slurry management to include disposal of slurry, rock cuttings, and clay fines.

• How the Critical Area (1957 grouted void area) will be treated/constructed differently than the rest of the cutoff wall. Discuss how method will protect the embankment and foundation soils from slurry/fluid pressure. The Offeror may propose other methods to safely install the cutoff wall through this area if they can be shown to be equal to a cased method from a dam safety perspective.

• Proposed Construction of the Inclined Drains.

• Proposed design/method for cutoff wall elevation transition around station 2+00B from elevation 1704 to 1675.

• Protection of the tunnel during various construction activities including grouting, excavation and construction of the cutoff wall, and construction of the inclined drains.

• Proposed design and construction method for construction of the permanent dam crest widening and the temporary work platform.

In the proposal, the Offeror shall identify those technical "guidance specification" sections contained in the solicitation for the construction method(s) selected by the Offeror. If the Offeror proposes a requirement other than those contained in the specifications, the proposal shall clearly denote the deviation from or addition to the guidance specifications of the solicitation, and shall include a detailed justification for why it is a superior or more stringent approach for assuring the cutoff wall performance specified in the contract documents. If the Offeror's proposal does not identify alternate technical requirements, then the guidance specifications of the solicitation applicable to the construction method selected by the Offeror shall govern.

IB Emergency Response

The Offeror's proposal shall address emergency response that includes, as a minimum, the methods and procedures to maintain integrity of the embankment and foundation. The proposal shall include equipment controls and construction approaches in response to:

1. Excavation collapse

2. Excessive slurry loss as defined in the specifications (if used)

3. Discharge or blowout of grout, slurry or concrete from embankment slope or toe

4. Discharge or blowout of grout, slurry or concrete downstream of the embankment

5. Excessive seepage or blowout of water from embankment slope or toe

6. Excessive seepage or blowout of water downstream of the embankment

7. Movement, sinkhole formation, or failure of embankment slope

8. Inability to remove equipment from the excavation

VOLUME I – TAB II – FACTOR II – EXPERIENCE

IIA Specialized Experience of Offeror

The Offeror’s proposal shall contain at least two but no more than ten substantially complete example contracts of similar size, scope, and complexity. The examples shall contain:

1. Contract title

2. Geographic location

3. Date the contract was/will be substantially complete

4. Final (or current) U.S. dollar contract value

5. Detailed description of the contract

6. Description of the Offeror’s actual involvement in the performance of the contract

7. Valid contact information of owner

As a minimum, example contracts shall demonstrate experience in all the major components of:

1. Cutoff wall construction using the methods proposed for this contract (minimum two examples)

2. Grouting

3. Data management system

As a minimum, the Offeror shall describe two example contracts that demonstrate technical and construction management experience of similar size, scope, and complexity to this contract. No more than ten examples shall be submitted.

If the Offeror represents the combination of two or more partners for the purpose of this RFP, describe the role and responsibilities that each partner will have under the East Branch contract. For this factor, partner is defined as a joint venture firm or primary subcontractor, and an offeror may represent multiple partners. If the partners have worked together on contracts of similar size, scope, and complexity, the example contract(s) shall describe the roles, responsibilities, and experience of each partner. If the partners have not previously worked together on a contract of similar size, scope, and complexity, then the example contracts shall demonstrate the experience of each individual partner. If the partners have worked together but on contracts that were not of similar size, scope, and complexity, the examples shall include a contract that demonstrates the roles, responsibilities, and working relationship of each partner, however the experience of each individual partner with contracts of similar size, scope, and complexity shall also be demonstrated by other example contracts.

IIB Specialized Experience of Key Personnel

Key personnel proposed for this contract shall have a maximum two (2) page resume included in the proposal using the example format provided. No more than twenty (20) resumes shall be submitted.

Resumes will not count toward the page count limit of the proposal. Identify the proposed staff’s involvement, if any, with the contracts identified in Subfactor IIA. Individuals proposed for this contract who have a history of direct employment with the prime contractor or partner, and who have made significant contributions to the successful self-performance of the example contract(s) shall be cited along with their specific role. Relevant training, licenses, and certifications shall be listed in the resume. Key Personnel as a minimum are:

1. Project Manager

2. QC System Manager

3. Construction Superintendent

4. Lead Grouting Engineer/Geologists*

5. Data Manager

6. Cutoff Wall Specialist(s)

7. Concrete Superintendent

* Proposed person shall be a Engineer or Geologist Professional registered to practice in the particular professional field involved in a State or possession of the United States, in Puerto Rico, or the District of Columbia.

All resumes of Key Personnel shall include valid contact information for the owner of each project listed on the resume.

In addition to resumes, proposals shall include a completed table listing the key personnel, the relevant projects they have been on in the past, their role on the projects listed, and their proposed role on the East Branch Cutoff Wall Project. An example of this table is included as Attachment 5.

The Offeror shall assign the key personnel identified in their proposal for the duration of the contract. No substitution of these individuals will be allowed without prior approval of the Contracting Officer.

VOLUME I – TAB III – FACTOR III - PAST PERFORMANCE

All offerors shall be evaluated on relatively current past performance for the past ten (10) years. The following shall evidence small business participation and past performance:

The offeror shall submit a maximum of ten (10) five (5) Form PPQ-0 (Attachment 1). While the Government may elect to consider data and information from other sources, the burden of providing detailed, current, accurate, and complete past performance information rests with the Offeror. The Past Performance Questionnaire (PPQ) included in the solicitation is provided for the offeror or its team members to submit to the client for each project the offeror includes in its proposal for Factor II. Ensure correct phone numbers and email addresses are provided for the client point of contact.

Completed PPQs should be submitted with your proposal. If the offeror is unable to obtain a completed PPQ from a client for a project(s) before proposal closing date, the offeror should complete and submit with the proposal the first page of the PPQ (Attachment 1), which will provide contract and client information for the respective project(s). Offerors should follow-up with clients/references to ensure timely submittal of questionnaires. Offerors shall not incorporate by reference into their proposal PPQs previously submitted for other RFPs. However, this does not preclude the Government from utilizing previously submitted PPQ information in the past performance evaluation.

Also include performance recognition documents received within the last five years such as awards, award fee determinations, customer letters of commendation, and any other forms of performance recognition.

In addition to the above, the Government may review any other sources of information for evaluating past performance. Other sources may include, but are not limited to, past performance information retrieved through the Past Performance Information Retrieval System (PPIRS), including Contractor Performance Assessment Reporting System (CPARS), using all CAGE/DUNS numbers of team members (partnership, joint venture, teaming arrangement, or parent company/subsidiary/affiliate) identified in the offeror’s proposal, inquiries of owner representative(s), Federal Awardee Performance and Integrity Information System (FAPIIS), and any other known sources not provided by the offeror.

VOLUME I – TAB IV - FACTOR IV – MANAGEMENT APPROACH

IVA Contractor/ Major Subcontractor/Supplier Plan

Provide a management approach for the contract that describes how labor, resources, subcontractors, and material suppliers will be coordinated and used to ensure successful completion of the contract.

Discuss which resources are available but will not be present at the site. Describe how the Offeror will manage, supervise, and coordinate the subcontractors’ work. The Offeror shall identify personnel in the organization responsible for this management and coordination. Joint Venture offerors shall identify the respective areas of responsibility for each partner. Additionally, at a minimum, specifically identify what entity (offeror, JV partner or subcontractor) is performing:

1. Construction Management

2. Earthwork (work platform)

3. Grouting

4. Cutoff wall

5. Concrete

6. Data management

Provide any written agreements between the Offeror and major subcontractors.

IVB Organization with Key Personnel

The Offeror’s proposal shall contain an Organization Chart and description for this contract showing/discussing home office support, on-site management and technical specialists, and the responsible chain of command. Names of Key Personnel identified in Subfactor IIB shall be included. Clearly delineate on-site from off-site personnel. For this factor, partner is defined as a joint venture firm or primary subcontractor, and an Offeror may represent multiple partners. If the Offeror is combination of two or more partners, clearly show the relationship between the firms and their roles and responsibilities on this contract. Identify the firm each individual will come from.

Key Personnel shall include those identified in Subfactor IIB as well as the overall management structure and support.

Sub-Factor Title

IVC Schedule

The Offeror’s schedule shall be based on Early Dates and Late Dates, and shall address major tasks, durations, relationships between tasks, and other pertinent information. At a minimum, the schedule shall include durations and completion milestones (referenced to the Notice to Proceed) for:

1. Pre-construction Actions (major preconstruction submittals, design work, permitting, setup of data management system, etc.)

2. Mobilization, work platform construction, and site preparation

3. Construction of concrete batch plant (if applicable), desanding plant, slurry ponds or tanks (if applicable)

4. Setup of drill water, drill cuttings, and grout waste handling, treatment and disposal system development.

5. Permanent foundation and slurry control grouting (if applicable), and verification coring

6. Cutoff wall demonstration section and demonstration report

7. Production wall construction and verification coring

8. Critical Area construction (1957 grouted void area)

9. Inclined drains

10. Site restoration and demobilization

11. Contract completion actions (as-builts, punch-list, closeout submittals, etc.)

The schedule should define the work shift duration, number of shifts per day, and the number of work days per week for the various features of work. The schedule shall communicate the Offeror’s understanding of the linear nature of the work and the sequencing required to accommodate both the technical restrictions associated with spacing (e.g. cure time, open excavations), but also the overriding and concurrent complications of the sequencing (the leap-frog nature) associated with primary/secondary elements, the equipment operational footprint and the sequence and progression of these operational footprints (drilling, grouting, concreting, coring) on a constrained site (work platform).

VOLUME II

VOLUME II – FACTOR V – SMALL BUSINESS PARTICIPATION

IIA VA SMALL BUSINESS PARTICIPATION PLAN

All offerors, both small and “other than small” shall complete a Proposed Small Business Participation Plan (Attachment 2).

Sub-Factor Title

IIB VB PAST UTILIZATION OF SMALL BUSINESS PARTICIPATION PLAN

CONCERNS

Included with the Proposed Small Business Participation plan, all offerors, both “small” and “other than small” shall provide information attesting to compliance with FAR 52.219-8 Utilization of Small Business Concerns; and, for “other than small business” FAR 52.219-9 Small Business Subcontracting Plan.

If the offeror is “other than small business” and has past contracts which required a Subcontracting Plan: the offeror will submit the eSRS final Individual…