W911WN-13-R-0002-0008_conformed.pdf

W911WN-13-R-0002

W911WN-13-R-0002-0008

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

FAR (48 CFR) 53.236-1(e)

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 specified in Item 8 by ___________ local time ______________27 Sep 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

AMENDMENT 0008

The following items are being revised by Amendment No. 0008. Revisions are indicated within the specific section by overstrikes (deletions) and underscores (additions). .

The following attachments are hereby incorporated into this amendment:

1) Questions and Responses. All questions received and their responses are included in the attachment to include questions answered by previous amendments. Questions previously answered by previous amendments are properly identified.

2) A revised copy of the Request For Proposal and any new/revised attachments have been uploaded to Federal Business Opportunities to incorporate changes noted herein:

Section 00010 – Solicitation Contract Form

- The required response date/time has changed from 25 September 2013 11:00AM to 27 September 2013 at 11:00AM -Incorporate a Revised Bid Schedule, including deletion of two previous Bid Schedules

Section 00100 – Bid Schedule/Instruction to Bidders

-00100-3 – CONTENT OF PROPOSAL

-00100-4 – CONTENT OF PROPOSAL

Section 00800 – Special Contract Requirement -00800-2 – WAGE RATES has been revised.

-Replace Davis Bacon Wage Determination – General Decision Number: PA 130004 4/26/2013 with PA 130004 7/26/2013

3) Specifications: Replace the specification with the attachment(s) included; two each. One specification attachment includes all the revisions with overstrike (deletions) and underscore (revision); it is entitled Certified Final Tech Specs Volume 1 – Technical Specifications – AMEND 0008 – Showing Revisions.pdf. The other specification attachment incorporates revisions but doesn’t include overstrike (deletions) and underscore (revision); it is entitled Certified Final Tech Specs Volume 1 – Technical Specifications – AMEND 0008 – Accepted Revisions.pdf.

Certified Final Tech Specs Volume 3 – Attachments to Specifications – is included as four sections: Certified Final Tech Specs Volume 3A, 3B, 3C and 3D – Attachments to Specifications – AMEND 0008.pdf.

4) Drawings: Replace drawings in their entirety with W911WN-13-R-0002-0008 PLAN AMEND.PDF. All changes for Amendment 0008 are annotated on the index.

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

East Branch Dam Dam Safety Modification

SECTION 00100

SUPPLIES OR SERVICES AND PRICES/COSTS

DESCRIPTION QUANT UOM U/P AMOUNT

BASE CONTRACT

0001 REIMBURSEMENT FOR ACTUAL

PERFORMANCE AND PAYMENT

BONDS PREMIUMS

- NOT TO

EXCEED

0002 TO 0009, MOB/DEMOB AND

SITE WORK ACTIVITIES

0002 MOBILIZATION AND

PREPARATORY WORK

1 JOB $______.__ $______.__

0003 MISCELLANEOUS SITE WORK 58 MONTH $______.__ $______.__

0004 CLEARING AND GRUBBING 1 JOB $______.__ $______.__

0005 STRIPPING

5,270 SQUARE

YARD

0006 ENVIRONMENTAL COMPLIANCE

MEASUREMENTS, SAMPLING,

TESTING AND REPORTING

58 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 WIDENING

27,195 CUBIC

0011 STONE PROTECTION FOR

PERMANENT DAM CREST

WIDENING

33,446 CUBIC

0012 TEMPORARY WORK PLATFORM 1 JOB $______.__ $______.__

0013 SUBGRADE FOR ROADWAY

1,169 CUBIC

0014 AGGREGATE BASE COURSE FOR

PERMANENT DAM CREST ROAD

5,956 SQUARE

0015 BITUMINOUS BINDER COURSE FOR

5,956 SQUARE

0016 BITUMINOUS WEARING COURSE

FOR PERMANENT DAM CREST

ROAD

5,956 SQUARE

0017 HIGHWAY GUIDE RAIL FOR

3,601 LINEAR

FOOT

0018 DAM CREST LIGHTING 1 JOB $______.__ $______.__

0019 TO 0030, DATA

MANAGEMENT AND

INSTRUMENTATION

0019 INSTRUMENTATION AND

MONITORING PROGRAM

0020 DEVELOP DATA MANAGEMENT

SYSTEM

1 JOB $______.__ $______.__

0021 MAINTAIN DATA MANAGEMENT

0022 BORING ENTRY INTO gINT

0022AA BORING ENTRY INTO gINT, FIRST

103 ENTRIES

103 EACH $______.__ $______.__

0022AB BORING ENTRY INTO gINT, ALL

OVER 103 ENTRIES

145 + ______ = ______ EACH $______.__ $______.__

0023 VIBRATING WIRE PIEZOMETERS

DRILLING, RISER PIPE AND

CABLING

1,699 LINEAR

0024 VIBRATING WIRE PIEZOMETERS

EQUIPMENT

13 EACH $______.__ $______.__

0025 INCLINOMETERS DRILLING

1,253 LINEAR

0026 INCLINOMETERS SENSORS 35 EACH $______.__ $______.__

0027 INCLINOMETER INSTALLATION 11 EACH $______.__ $______.__

0028 DECOMMISSION

INSTRUMENTATION

1,535 LINEAR

0029 INCLINED DRAINS

3,431 LINEAR

0030 WEIR #11 1 JOB $______.__ $______.__

0031 TO 0036AB, EXPLORATORY

DRILLING

0031 DRILLING, EXPLORATORY HOLES,

VERTICAL DRILLING IN SOIL

464 LINEAR

0032 CORE DRILLING, EXPLORATORY

HOLES, VERTICAL CORE DRILLING

IN BEDROCK

187 LINEAR

0033 DRILLING, EXPLORATORY HOLES,

ANGLED DRILLING IN SOIL

804 LINEAR

0034 CORE DRILLING, EXPLORATORY

HOLES, ANGLED CORE DRILLING

IN BEDROCK

600 LINEAR

0035 OPTICAL TELEVIEWER

SURVEYING, EXPLORATORY

HOLES

787 LINEAR

0036 PRESSURE TESTING,

EXPLORATORY HOLES

0036AA PRESSURE TESTING,

EXPLORATORY HOLES, FIRST 70

EACH

70 EACH $______.__ $______.__

0036AB PRESSURE TESTING,

EXPLORATORY HOLES, ALL OVER

70 EACH

16 EACH $______.__ $______.__

0037 TO 0055, GROUTING Base + Proposed = Total

0037 AUTOMATED GROUTING

CONTROL AND DATA COLLECTION

0037AA AUTOMATED GROUTING

SYSTEM, FIRST 549 HOUR

549 HOUR $______.__ $______.__

0037AB AUTOMATED GROUTING

SYSTEM, ALL OVER 549 HOUR

537 + ______ = ______ HOUR $______.__ $______.__

0038 DRILLING IN SOIL, GROUT HOLES

0038AA DRILLING SOIL, GROUT HOLES,

FIRST 2,230 LINEAR FOOT

2,230 LINEAR

0038AB DRILLING IN SOIL, GROUT HOLES,

ALL OVER 2,230 LINEAR FOOT

6,260 + ______ = ______ LINEAR

0039 DRILLING IN BEDROCK, GROUT

HOLES

0039AA DRILLING IN BEDROCK, GROUT

HOLES, FIRST 5,690 LINEAR FOOT

5,690 LINEAR

0039AB DRILLING IN BEDROCK, GROUT

HOLES, ALL OVER 5,690 LINEAR

FOOT

16,300 + ______ = ______ LINEAR

0040 OPTICAL TELEVIEWER

SURVEYING, GROUT HOLES

0040AA OPTICAL TELEVIEWER

SURVEYING, GROUT HOLES, FIRST

569 LINEAR FOOT

569 LINEAR

0040AB OPTICAL TELEVIEWER

SURVEYING, GROUT HOLES, ALL

OVER 569 LINEAR FOOT

1,630 + ______ = ______ LINEAR

0041 PRESSURE TESTING, GROUT

HOLES

0041AA PRESSURE TESTING, FIRST 511

511 EACH $______.__ $______.__

0041AB PRESSURE TESTING, ALL OVER 511

1,467 + ______ = ______ EACH $______.__ $______.__

0042 GROUTING

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

0042AB GROUTING, ALL OVER 480 HOURS 340 + ______ = ______ HOUR $______.__ $______.__

0043 GROUT MIX A

0043AA GROUT MIX A, FIRST 1,440 CUBIC

FOOT

1,440 CUBIC

0043AB GROUT MIX A, ALL OVER 1,440

CUBIC FOOT

3,690 + ______ = ______ CUBIC

0044 GROUT MIX B

0044AA GROUT MIX B, FIRST 200 CUBIC

FOOT

200 CUBIC

0044AB GROUT MIX B, ALL OVER 200

90 + ______ = ______ CUBIC

0045 GROUT MIX C

0045AA GROUT MIX C, FIRST 180 CUBIC

FOOT

180 CUBIC

0045AB GROUT MIX C, ALL OVER 180

50 + ______ = ______ CUBIC

0046 GROUT MIX D

0046AA GROUT MIX D, FIRST 140 CUBIC

FOOT

140 CUBIC

0046AB GROUT MIX D, ALL OVER 140

10 + ______ = ______ CUBIC

0047 GROUT MIX E1 - WITHOUT

ANTIWASHOUT

0047AA GROUT MIX E1 - WITHOUT

ANTIWASHOUT, FIRST 35 CUBIC

FOOT

35 CUBIC

0047AB GROUT MIX E1 - WITHOUT

ANTIWASHOUT, ALL OVER 35

CUBIC FOOT

5 + ______ = ______ CUBIC

0048 GROUT MIX E2 - WITH

30 + ______ = ______ CUBIC

0048AA RESERVED

0048AB RESERVED

0049 GROUT MIX F1 - SAND WITHOUT

0049AA GROUT MIX F1 - SAND WITHOUT

ANTIWASHOUT, FIRST 20 CUBIC

FOOT

15 CUBIC

0049AB GROUT MIX F1 - SAND WITHOUT

ANTIWASHOUT, ALL OVER 20

CUBIC FOOT

5 + ______ = ______ CUBIC

0050 GROUT MIX F2 - SAND WITH

20 + ______ = ______ CUBIC

0050AA RESERVED

0050AB RESERVED

0051 DRILLING AND BACKFILLING,

VERIFICATION HOLES, GROUTED

ZONE

0051AA DRILLING AND BACKFILLING,

ZONE, FIRST 525 LINEAR FOOT

525 LINEAR

0051AB DRILLING AND BACKFILLING,

ZONE, ALL OVER 525 LINEAR FOOT

278 + ______ = ______ LINEAR

0052 CORE DRILLING AND

BACKFILLING, VERIFICATION

HOLES, GROUTED ZONE

0052AA CORE DRILLING AND

HOLES, GROUTED ZONE, FIRST 259

LINEAR FOOT

259 LINEAR

0052AB CORE DRILLING AND

HOLES, GROUTED ZONE, ALL

OVER 259 LINEAR FOOT

112 + ______ ______ LINEAR

0053 OPTICAL TELEVIEWER

SURVEYING, VERIFICATION

HOLES, GROUTED ZONE

0053AA OPTICAL TELEVIEWER

HOLES, GROUTED ZONE, FIRST 525

LINEAR FOOT

525 LINEAR

0053AB OPTICAL TELEVIEWER

HOLES, GROUTED ZONE, ALL

OVER 525 LINEAR FOOT

278 + ______ = ______ LINEAR

0054 PRESSURE TESTING,

ZONE

0054AA PRESSURE TESTING,

ZONE, FIRST 50 TESTS

50 EACH $______.__ $______.__

0054AB PRESSURE TESTING,

ZONE, ALL OVER 50 TESTS

38 + ______ = ______ EACH $______.__ $______.__

0055 RESERVED

0056 TO 0069, CUTOFF WALL

0056 CUTOFF WALL CONSTRUCTION IN

EMBANKMENT, NON-CRITICAL

AREAS

187,320 SQUARE

0057 CUTOFF WALL CONSTRUCTION IN

FOUNDATION SOIL, NON-CRITICAL

AREAS

0057AA CUTOFF WALL CONSTRUCTION IN

AREAS, FIRST 63,673 SQUARE FOOT

63,673 SQUARE

0057AB CUTOFF WALL CONSTRUCTION IN

AREAS, ALL OVER 63,673 SQUARE

FOOT

10,326 SQUARE

0058 CUTOFF WALL CONSTRUCTION IN

BEDROCK, NON-CRITICAL AREAS

0058AA CUTOFF WALL CONSTRUCTION IN

BEDROCK, NON-CRITICAL AREAS,

FIRST 101,074 SQUARE FOOT

101,074 SQUARE

0058AB CUTOFF WALL CONSTRUCTION IN

BEDROCK, NON-CRITICAL AREAS,

ALL OVER 101,074 SQUARE FOOT

10,640 SQUARE

0059 CUTOFF WALL CONSTRUCTION IN

EMBANKMENT, CRITICAL AREA

14,683 SQUARE

0060 CUTOFF WALL CONSTRUCTION IN

FOUNDATION SOIL, CRITICAL

AREA

0060AA CUTOFF WALL CONSTRUCTION IN

AREA, FIRST 2,980 SQUARE FOOT

2,980 SQUARE

0060AB CUTOFF WALL CONSTRUCTION IN

AREA, ALL OVER 2,980 SQUARE

FOOT

971 SQUARE

0061 CUTOFF WALL CONSTRUCTION IN

BEDROCK, CRITICAL AREA

0061AA CUTOFF WALL CONSTRUCTION IN

BEDROCK, CRITICAL AREA, FIRST

12,667 SQUARE FOOT

12,667 SQUARE

0061AB CUTOFF WALL CONSTRUCTION IN

BEDROCK, CRITICAL AREA, ALL

OVER 12,667 SQUARE FOOT

1,055 SQUARE

Proposed = Total

0062 ANTIWASHOUT ADMIXTURE FOR

CUTOFF WALL

0062AA ANTIWASHOUT ADMIXTURE FOR

CUTOFF WALL, FIRST 8,237

GALLONS

8,237 GALLON $______.__ $______.__

0062AB ANTIWASHOUT ADMIXTURE FOR

CUTOFF WALL, ALL OVER 8,237

GALLONS

______ = ______ GALLON $______.__ $______.__

0063 CORE DRILLING AND

HOLES, CUTOFF WALL, VERTICAL

HQ-SIZE HOLES

0063AA CORE DRILLING AND

HOLES, CUTOFF WALL, VERTICAL

HQ-SIZE HOLES, FIRST 1,540

LINEAR FEET

1,540 LINEAR

0063AB CORE DRILLING AND

HOLES, CUTOFF WALL, VERTICAL

HQ-SIZE HOLES, ALL OVER 1,540

LINEAR FEET

478 LINEAR

0064 CORE DRILLING AND

HOLES, CUTOFF WALL, ANGLED

HQ-SIZE HOLES

0064AA CORE DRILLING AND

HOLES, CUTOFF WALL, ANGLED

HQ SIZED HOLES, FIRST 820

820 LINEAR

0064AB CORE DRILLING AND

HOLES, CUTOFF WALL, ANGLED

HQ SIZED HOLES, ALL OVER 820

763 LINEAR

0065 CORE DRILLING AND

BACKFILLING, VERIFICATION

HOLES, CUTOFF WALL, VERTICAL

PQ-SIZE HOLES

0065AA CORE DRILLING AND

HOLES, CUTOFF WALL, VERTICAL

PQ-SIZE HOLES, FIRST 1,540

1,540 LINEAR

0065AB CORE DRILLING AND

HOLES, CUTOFF WALL, VERTICAL

PQ-SIZE HOLES, ALL 1,540 LINEAR

FEET

2,390 LINEAR

0066 FALLING HEAD TESTIING,

VERIFICATION HOLES, CUTOFF

WALL

0066AA FALLING HEAD TESTIING,

WALL, FIRST 25 TESTS

25 TESTS $______.__ $______.__

0066AB FALLING HEAD TESTIING,

WALL, ALL OVER 25 TESTS

15 TESTS $______.__ $______.__

0067 OPTICAL TELEVIEWER

HOLES, CUTOFF WALL

0067AA OPTICAL TELEVIEWER

HOLES, CUTOFF WALL, FIRST 3,900

LINEAR FEET

3,900 LINEAR

0067AB OPTICAL TELEVIEWER

HOLES, CUTOFF WALL, ALL OVER

3,900 LINEAR FEET

3,631 LINEAR

0068 CCTV SURVEYING, VERIFICATION

HOLES, CUTOFF WALL

0068AA CCTV SURVEYING, VERIFICATION

HOLES, CUTOFF WALL, FIRST 3,900

LINEAR FEET

3,900 LINEAR

0068AB CCTV SURVEYING, VERIFICATION

HOLES, CUTOFF WALL, ALL OVER

3,900 LINEAR FEET

3,631 LINEAR

0069 SPILLWAY CAP

952 SQUARE

0070 TO 0082, ADDITIONAL LINE

ITEMS

0070 AASHTO #3 STONE FOR

PERMANENT DAM CREST

WIDENING

215 CUBIC

0071 GEOTEXTILE FOR PERMANENT

DAM CREST ROAD

8,300 SQUARE

0072 SINGLE-STAGE GROUT

BACKFILLING AROUND

PIEZOMETER STANDPIPES

1,165 LINEAR

0073 MULTI-STAGE GROUT

BACKFILLING AROUND

PIEZOMETER STANDPIPES

224 LINEAR

0074 INCLINOMETERS CASING 2,079 LINEAR

0075 SINGLE-STAGE BACKFILLING

FILLING AROUND INCLINOMETER

CASINGS

847 LINEAR

0076 MULTI-STAGE BACKFILLING

FILLING AROUND INCLINOMETER

CASINGS

234 LINEAR

0077 SINGLE-STAGE BACKFILLING

FILLING, EXPLORATORY HOLES

944 LINEAR

0078 MULTI-STAGE BACKFILLING,

EXPLORATORY HOLES

341 LINEAR

0079 SINGLE-STAGE BACKFILLING

AROUND CASING, GROUT HOLES

0079AA SINGLE-STAGE BACKFILLING

AROUND CASING, GROUT HOLES,

FIRST 680 LINEAR FOOT

680 LINEAR

0079AB SINGLE-STAGE BACKFILLING

AROUND CASING, GROUT HOLES,

ALL OVER 680 LINEAR FOOT

4,570 + ______ = ______ LINEAR

0080 MULTI-STAGE BACKFILLING

AROUND CASING, GROUT HOLES

0080AA MULTI-STAGE BACKFILLING

FIRST 1,910 LINEAR FOOT

1,910 LINEAR

0080AB MULTI-STAGE BACKFILLING

ALL OVER 1,910 LINEAR FOOT

4,570 + ______ = ______ LINEAR

0081 RE-DRILLING, GROUT HOLES

0081AA RE-DRILLING, GROUT HOLES,

FIRST 780 LINEAR FOOT

780 LINEAR

0081AB RE-DRILLING, GROUT HOLES, ALL

OVER 780 LINEAR FOOT

2,350 + ______ = ______ LINEAR

0082 ADDITIONAL DRILLING AND

GROUT HOLE SETUPS

0082AA ADDITIONAL DRILLING AND

GROUT HOLE SETUPS, FIRST 4

4 EACH $______.__ $______.__

0082AB ADDITIONAL DRILLING AND

GROUT HOLE SETUPS, ALL OVER 4

8 + ______ = ______ EACH $______.__ $______.__

TOTAL, ITEMS 0001 THROUGH 0082,

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:

1. INTRODUCTION

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, as follows:

Volume I shall consist of Factor I – Technical Approach, 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 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 IA – Means and Method (Including any proposed specification deviations and electronic and hard copy version of the Quantity Backup Sheets (Attachment 8), both tabbed separately from Factor IA) Sub-Factor IB – Emergency Response

Tab II – Factor II – Experience Sub-Factor IIA – Specialized Experience of the Offeror Sub-Factor 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 IVA – Contractor/Subcontractor/Supplier Plan Sub-Factor IVB – Organization with Key Personnel (Including Attachment 5)

Sub-Factor IVC – Schedule

Volume II 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):

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

Volume III 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):

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 (11x17), 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, proposed specification deviations and Quantity Backup Sheets (Attachment 8) for Factor IA, content for Factor II and Factor III, and agreements between the Offeror and major subcontractors submitted under Sub-Factor IVA will not count towards the 125 page limit.

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

Volume. 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. 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), offerors 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.

The following shall be included in the Proposal Submission.

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. Plan and elevation views showing the proposed limits of grouting, the limits of the demonstration sections and the limits of any different cutoff wall construction methods.

4. 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.

Discuss methods for remediating elements that are not accepted based on: not achieving verticality, inadequate overlap, poor concrete placement, and not meeting required depths, highly permeable zones, and not meeting minimum thickness.

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 between stations

2+00B 1+95B and 2+50B from elevation 1704 to 1675 1670.

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.

All Offerors are required to submit quantity backup sheets for Antiwashout Admixture. If the Offeror proposes additional drilling beyond that explicitly required by the contract, including but not limited to additional exploratory borings or pilot holes, quantity backup sheets shall be provided for the additional Boring Entries into gINT. If the Offeror proposes using a method which requires contractor-proposed quantities for slurry control grouting, quantity backup sheets shall be provided for all the fill-in quantities shown on the Price Schedule. Example quantity backup sheets with additional instructions are included as Attachment 8. These sheets will not count towards page limits. An electronic excel version of this file shall be included in the submission CD.

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. As a minimum, 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

9. Other risks identified by the Offeror worthy of noting

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

IIB Specialized Experience of Key Personnel Key personnel proposed for this contract shall have a maximum two (2) page resume included in the proposal. 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) 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. Installation of instrumentation and setup/integration of ADAS system

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

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

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

7. Cutoff wall demonstration section and demonstration report

8. Production wall construction and verification coring

9. Critical Area construction (1957 grouted void area)

10. Inclined drains

11. Site restoration and demobilization

12. 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

Sub-Factor Title

IIA 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 PAST UTILIZATION OF SMALL BUSINESS PARTICIPATION PLAN

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 Subcontracting Report for each of the 3 most recently completed federal contracts awarded. Reports for current contracts will be considered provided the contract is at least 80% completed and if the offeror explains which elements of the work are not completed and provide the percentage of completion.

If the offeror is “other than small business” and the contract did not require a subcontracting plan or the offeror is “small”: the Offeror will submit the “Past Utilization of Small Business Participation Information Collection Sheet” describing the extent of utilization of small business (Attachment 3) to demonstrate compliance with FAR 52.219-8 Utilization of Small Business Concerns. Offerors that are SB, SDB, VOSB, SDVOSB, HUBZone SB or WOSB may count work performed with in-house resources toward compliance with FAR 52.219-8 in the category (or categories) to which they belong. (For example, a HUBZone small business could count work in both the HUBZone and Small Business categories).

IF YOU HAVE NOT HAD A CONTRACT THAT INCLUDED THE FAR CLAUSE 52.219-8,

YOU MUST INDICATE IN WRITING IN YOUR PROPOSAL.

Note for Joint Ventures: If the Joint Venture has no subcontracting past performance, then each member of the Joint Venture must provide independently the information, as applicable to their status, in the above section.

VOLUME III

VOLUME III – FACTOR VI– PRICE:

TAB A: The Offeror shall submit SF1442, Solicitation, Offer and Award (to include Amendments).

An authorized official of the firm shall sign the SF 1442 and all certifications requiring original signature.

INFORMATION FOR AMENDMENTS:

If any amendments are issued against this Solicitation, the Offeror shall include its acknowledgement of those Amendments by returning the signed amendments with its proposal and/or filling in block number 19 of the SF 1442 and submitting the signed document with its proposal. The SF1442, block number (20a, b, and c) shall be completed by an authorized person from the company. If the company is a joint venture, then all members of the joint venture shall sign in accordance with FAR Clause 4.102.

TAB B:

PRICE SCHEDULES:

Two Price Schedules are provided with the solicitation in Section 00010 SOLICITATION CONTRACT FORM. The first schedule shall be used by Offerors proposing a cutoff wall construction method that DOES require slurry control grouting, as described in Section 31 32

23.16 08 SLURRY CONTROL DRILLING AND GROUTING. The second schedule shall be used by Offerors proposing a cutoff wall construction method which DOES NOT require slurry control grouting, as described in Section 31 32 23.16 08 SLURRY CONTROL DRILLING AND GROUTING. Offerors shall submit only one price schedule. Once awarded, the successful Offeror's price schedule shall be used for payment during the contract period.

Offeror shall include an electronic Microsoft Excel version of the Proposal Price Schedule.

A single Price Schedule is provided with the solicitation in Section 00010 SOLICITATION CONTRACT FORM. All Offerors shall complete this price schedule and submit it with their proposal. The Price Schedule includes blank spaces for Offeror proposed quantity fill-ins for line items 0022AB, 0037AB, 0038AB, 0039AB, 0040AB, 0041AB, 0042AB, 0043AB, 0044AB, 0045AB, 0046AB, 0047AB, 0048, 0049AB, 0050, 0051AB, 0052AB, 0053AB, 0054AB, 0062AB, 0079AB, 0080AB, 0081AB, AND 0082AB. Example quantity backup sheets with instructions are included as Attachment 8.

All Offerors are required to submit quantity backup for 0062AB. Offerors shall fill in their estimated quantity of Antiwashout Admixture required to fulfill the requirements in Section 03

37 29 CONCRETE FOR CUTOFF WALL.

Offerors proposing additional drilling beyond that explicitly required by the contract shall log the holes and provide logs in gINT as described by Section 31 09 14 DATA MANAGEMENT SYSTEM. If Offerors propose additional holes, quantity backup shall be provided for the additional boring entries into gINT for the fill-in quantity for 0022AB (in addition to any gINT entries associated with Offeror proposed slurry control grouting).

Offerors proposing a cutoff wall construction method which DOES NOT require ANY slurry control grouting, as described in Section 31 32 23.16 08 SLURRY CONTROL DRILLING AND GROUTING shall put “0” (zero) in the blank spaces provided, except for line items 0022AB and 0062AB, as described above.

Offerors proposing a cutoff wall construction method which DOES require ANY slurry control grouting, as described in Section 31 32 23.16 08 SLURRY CONTROL DRILLING AND GROUTING, shall put their proposed estimated quantity for these line items in the blank spaces provided.

All Offerors shall write the total for fill-in line items in the TOTAL QUANTITY column. The price shown in the AMOUNT column shall be the product of the TOTAL QUANTITY and the UNIT PRICE. Offerors shall submit only one price schedule. Once awarded, the successful Offeror's price schedule and quantities shall be used for payment during the contract period.

Offeror shall include an electronic Microsoft Excel version of the Proposal Price Schedule and quantity backup sheets.

EXPECTED FUNDING PROFILE:

The Offeror shall submit their expected funding profile by fiscal year (Attachment 6).