W91238-17-R-0006,_Isabella_Lake_Dam_Safety_Modification_Project_(DSMP),_Phase_II__Dams_and_Spillway.pdf

Project Title and Location: Isabella Lake Dam Safety Modif ication Project (DSMP), Phase II Dams and Spillw ay, Lake Isabella, California

The Contractor w ill furnish everything necessary, including but not limited to, all labor, equipment, supervision, transportation, operating supplies and incidentals to construct the Dams and Spillw ay in Lake Isabella, California.

The disclosure of magnitude for construction is betw een $250,000,000.00 to $500,000,000.00.

This w ill be an unrestricted procurement, using a Best-Value tradeoff method. Please see section 00 22 16 for the list of factors and the relative importance.

MELISSA A DENIGRIS 916-557-5137

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

30-Mar-2017

(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 ________1260 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10

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 __________1 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________09 May 2017 (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 _______120 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

US ARMY CORPS OF ENGINEERS, SACRAMENTO

CONTRACTING DIVISION

1325 J STREET

SACRAMENTO CA 95814-2922

W91238

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

10:00 AM (hour)

Sealed envelopes containing offers

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

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

FAX:TEL: TEL: FAX:

W91238-17-R-0006 138

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 - Block 14 Continuation Page (SF 30)

CORPORRATION AUTHORIZATION

BLOCK 20D:

(1) IF THE OFFEROR IS A JOINT VENTURE, EACH PARTICIPANT IN THE JOINT VENTURE MUST

COMPLETE THE FOLLOWING:

Company Name Signature Title

Company Name Signature Title

Company Name Signature Title

NOTE: If a corporation is participating as a member of a Joint Venture, the certificate below must also be completed and signed.

CORPORATION AUTHORIZATION TO PARTICIPATE IN JOINT VENTURE CERTIFICATE

I, _______________________, certify that I am the Secretary of the corporation (name) named as a participant in a Joint Venture on this offer; that _____________________, who signed said offer on behalf of the corporation, was (name) then ______________________ of said corporation; that the signature thereto is (title) genuine; that said contract was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing body; and that the corporation is authorized to participate in the Joint Venture on this offer.

(Name of Corporation)

(Secretary)

(2) IF THE OFFEROR IS A PARTNERSHIP, LIST FULL NAME OF ALL PARTNERS BELOW.

SIGNATURES BY ALL PARTNERS HERE SIGNIFY THAT THE INDIVIDUAL WHO SIGNED THE OFFER

IN BLOCK 20B HAS THE AUTHORITY TO BIND THE PARTNERSHIP.

Name Signature

Name Signature

Name Signature

(3) IF THE OFFEROR IS A CORPORATION, THE OFFER SHALL BE SIGNED IN THE CORPORATE NAME

FOLLOWED BY THE WORD "BY" AND THE SIGNATURE OF THE PERSON AUTHORIZED TO SIGN THE

OFFER IN BLOCK 20B. PROVIDE PROOF THAT THE PERSON SIGNING FOR THE CORPORATION HAS

THE AUTHORITY TO BIND THE CORPORATION BY COMPLETING THE FOLLOWING CERTIFICATE:

CONTINUATION OF STANDARD FORM 1442

CORPORATION AUTHORIZATION CERTIFICATE

I, ___________________________________, certify that I am the Secretary of the (name) corporation named as offeror in the within offer; that ______________________, (name) who signed said offer on behalf of the corporation, was then

_____________________________________ of said corporation, that the signature (title) thereto is genuine; that said contract was duly signed, sealed and attested for in behalf of said corporation by authority of its governing body.

(Name of Corporation)

(Secretary)

(4) IF THE OFFEROR IS AN INDIVIDUAL DOING BUSINESS AS A FIRM, THE OFFER SHALL BE

SIGNED BY THAT INDIVIDUAL IN BLOCK 20B FOLLOWED BY THE WORDS "AN INDIVIDUAL DOING

BUSINESS AS _____________________________________ (INSERT NAME OF FIRM).

(5) WHEN AN AGENT SIGNS THE OFFER, PROVIDE PROOF OF THE AGENT'S AUTHORITY TO BIND

THE PRINCIPAL.

SUBSURFACE INFORMATION

SUBSURFACE INFORMATION

PART 1 GENERAL

1.1 GENERAL

This section discusses subsurface information that has been collected at the site and is made available to the Contractor.

1.2 REFERENCES

1.2.1 Geologic Interpretation Report, USACE, 06 February 2017. (Attachment 8, 5.2 Supplemental Info)

1.2.2 Geotechnical Data Report, USACE, 06 February 2017. (Attachment 3, Geotechnical Data Report)

1.3 DESCRIPTION OF AVAILABLE SUBSURFACE INFORMATION

1.3.1 The Government has conducted subsurface investigations at the site. Subsurface information that was obtained during these investigations is being provided to bidders in the following two reports:

1.3.1.1 Geotechnical Data Report (GDR) — This data report contains actual subsurface information that was collected at or adjacent to the Site by the Government or for the Government for use in preparing the Contract Documents. The Technical Data contained in this report upon whose accuracy the Contractor may rely are logs of borings, logs of trenches/test pits, recorded measurements of subsurface water levels, and the results of field and laboratory testing. The GDR does not include any interpretation of the data. If opinions, or interpretive or speculative non-factual comments or statements appear in the GDR, such opinions, comments, or statements are not operative parts of the GDR and do not have contractual standing. Subject to that exception, the GDR is a Contract Document.

A. Limited Reliance by the Contractor on Technical Data Authorized: The Contractor may rely upon the general accuracy of the Technical Data contained in the GDR. Except for such reliance on this Technical Data, the Contractor may not rely upon or make any Claim against the Government with respect to:

a. the completeness of this report for the Contractor’s purposes, including but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by the Contractor, and safety precautions and programs incident thereto, or

b. interpretations, opinions, and information contained in this report or indicated on the Drawings; or

c. any Contractor interpretation of or conclusion drawn from any Technical Data or any such other data, interpretations, opinions, or information.

1.3.1.2. Geologic Interpretation Report (GIR) — This interpretive report was prepared by the Government and contains Technical Data and specific geotechnical and geological interpretations that were used by the Government to prepare the design of this project. The Technical Data contained in this report upon whose accuracy Contractor may rely are logs of borings, logs of trenches/test pits, recorded measurements of subsurface water levels, and the results of field and laboratory testing. This report is provided to the bidders for informational purposes only and is not part of the Contract Documents.

The interpretations shown in this report reflect the judgment of the Government. The bidders must make their own interpretations of the information provided in this report and must not solely rely on the Government’s interpretations in preparation of their bids.

A. Reliance by Contractor on Technical Data Authorized:

The Contractor may rely upon the accuracy of the Technical Data contained in the GIR. Except for such reliance on Technical Data, the Contractor may not rely upon or make any Claim against the Government with respect to:

a. the completeness of this report for the Contractor’s purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or

b. any Contractor interpretation of or conclusion drawn from any Technical Data or any such other data, interpretations, opinions, or information.

B. The descriptions of subsurface conditions provided in the GIR are based on geotechnical investigations, laboratory tests, interpretation, interpolation, extrapolation, and analyses. The Government does not warrant or guarantee that actual subsurface conditions will be as interpreted in the GIR, nor is the GIR intended to warrant or guarantee the use of specific means or methods of construction.

1.3 LIMITATIONS

1.3.1 The Government does not represent that the boring and test pit/trench logs, field and laboratory test results and other available geologic information show the conditions that will be encountered in performing the Work. The Government represents only that such information shows conditions at the locations of the borings and test pits/trenches at the time that these explorations were performed. Each bidder must form its own opinion of the character of the Work and of the materials to be excavated, make their own interpretations, and satisfy themselves by their own interpretations and research regarding all conditions affecting the Work to be performed. The Contractor must assume all responsibility for deductions and conclusions as to the nature or condition of all earth, rock and other materials to be excavated and the difficulties of making and maintaining the required excavations, and of performing other work affected by the geology and subsurface conditions at the Site.

1.3.2 The Contractor must assume that any kind of rock and soil may be encountered in excavations, including mud, quicksand, very hard rock, or other materials that are difficult to handle.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Section 00 00 00 - Procurement and Contracting Requirements

PRICE SCHEDULE

ISABELLA DAM SAFETY MODIFICATION PROJECT

Isabella Lake

Kern County, California

PRICE SCHEDULE

CLIN Description Quantity UOM $/Unit Total Cost

0001 MOBILIZATION/DEMOBILIZATION & PREP WORK

0001AA EQUIPMENT MOB, DEMOB & PREP WORK 1 JOB

0001AB TEMPORARY SITE POWER 1 JOB

0001AC NEW WATER WELLS 2 EA

0001AD MOB/DEMOB CONCRETE BATCH PLANT 1 JOB

0001AE MOB/DEMOB ROCK CRUSHING PLANT 1 JOB

Subtotal Mobilization/Demobilization & Prep Work

0002 SWPPP & ENVIRONMENTAL REQUIREMENTS 1 JOB

0003 SITE PREPARATION 1 JOB

0004 DEMOLITION OF EXISTING FACILITIES 1 JOB

0005 POST CONSTRUCTION EROSION

CONTROL/STABILIZATION

0005AA EROSION CONTROL SEEDING 115 AC

0005AB SEEDING MAINTENANCE 3 MO

Subtotal Post Construction Erosion Control/Stabilization

0006 INSTRUMENTATION 1 JOB

0007 EMERGENCY SPILLWAY EXCAVATION

0007AA EMERGENCY SPILLWAY - COMMON EXCAVATION 325,000 BCY

0007AB EMERGENCY SPILLWAY - ROCK EXCAVATION 2,500,000 BCY

0007AC EMERGENCY SPILLWAY - PRESPLITTING 45,000 SY

0007AD EMERGENCY SPILLWAY - FOUNDATION ROCK

CLEANING FOR GEOLOGIC MAPING

18,100

SY

0007AE EMERGENCY SPILLWAY - EXCAVATION OF AREA 1 5,200 BCY

0007AF EMERGENCY SPILLWAY - EXCAVATION OF AREA 2 2,200 BCY

0007AG EMERGENCY SPILLWAY - DENTAL CONCRETE 7,500 CY

0007AH EMERGENCY SPILLWAY - ROCK ANCHORS (PATTERN) 535 EA

0007AJ EMERGENCY SPILLWAY - ROCK ANCHORS (SPOT

BOLTS)

EA

0007AK EMERGENCY SPILLWAY - SPOT SHOTCRETE 16,000 SF

0007AL EMERGENCY SPILLWAY - DTM MESH NETTING 154,000 SF

0007AM EMERGENCY SPILLWAY - PATTERN DRAINS 80 EA

0007AN EMERGENCY SPILLWAY - SHEET/STRIP DRAINS 400 LF

Subtotal Emergency Spillway Excavation

0008 LABYRINTH WEIR

0008AA LABYRINTH WEIR - FOUNDATION LEVELING

CONCRETE

7,200

CY

0008AB LABYRINTH WEIR - FOUNDATION ANCHORS 828 EA

0008AC LABYRINTH WEIR - FOUNDATION CONCRETE 23,400 CY

0008AD LABYRINTH WEIR - FOUNDATION BACKFILL 10,200 ECY

0008AE LABYRINTH WEIR - WALL CONCRETE 21,900 CY

0008AF LABYRINTH WEIR - ABUTTMENT WALLS - CONCRETE 2,200 CY

0008AG LABYRINTH WEIR - ABUTTMENT WALLS - SHOTCRETE 7,500 SF

Subtotal Labyrinth Weir

0009 AUXILIARY DAM (BASE CONTRACT)

0009AA AUX DAM (BASE) - TEST FILL 1 JOB

0009AB AUX DAM (BASE) - STOCKPILE FILTER SAND (Zone 2a) 333,000 LCY 0009AC AUX DAM (BASE) - STOCKPILE DRAIN ROCK (Zone 2b) 232,000 LCY 0009AD AUX DAM (BASE) - STOCKPILE TRANSITION (Zone 3) 185,000 LCY 0009AE AUX DAM (BASE) - STOCKPILE ROCK FILL (Zone 4a/4b) 1,075,000 LCY

0009AF AUX DAM (BASE) - STOCKPILE 8-INCH MINUS ROCK

(Zone 6) 22,000

LCY

0009AG AUX DAM (BASE) - STOCKPILE BEDDING STONE 13,900 LCY

0009AH AUX DAM (BASE) - STOCKPILE RIPRAP STONE 60,000 LCY

0009AJ AUX DAM (BASE) - STOCKPILE FILTER LAYER STONE 8,300 LCY

Subtotal Auxiliary Dam (Base Contract)

0010 MAIN DAM

0010AA MAIN DAM - DEWATERING 1 JOB

0010AB MAIN DAM - COMMON EXCAVATION 215,700 BCY

0010AC MAIN DAM - ROCK EXCAVATION 4,500 BCY

0010AD MAIN DAM - CORE (Zone 1) 37,400 ECY 0010AE MAIN DAM - FILTER SAND (Zone 2a) 52,500 ECY 0010AF MAIN DAM - DRAIN ROCK (Zone 2b) 56,500 ECY 0010AG MAIN DAM - TRANSITION (Zone 3) 111,500 ECY 0010AH MAIN DAM - ROCK FILL (Zone 4a/4b) 351,500 ECY 0010AJ MAIN DAM - ROAD BASE (Zone 5) 4,000 ECY 0010AK MAIN DAM - 8-INCH MINUS ROCK (Zone 6) 4,000 ECY

0010AL MAIN DAM - BEDDING STONE 6,700 ECY

0010AM MAIN DAM - RIPRAP STONE 44,900 ECY

0010AN MAIN DAM - DERRICK STONE 1,700 ECY

0010AP MAIN DAM - FILTER LAYER STONE 3,300 ECY

0010AQ MAIN DAM - TOE DRAIN SYSTEM & DOWNSTREAM

FILL

JOB

0010AR MAIN DAM - DAM CREST SURFACE FEATURES 1 JOB

0010AS MAIN DAM - DENTAL CONCRETE AT TOWER 35 CY

Subtotal Main Dam

0011 MAIN DAM RIGHT WALL AT HWY 155

0011AA MAIN DAM RIGHT WALL - COMMON EXCAVATION 4,340 BCY

0011AB MAIN DAM RIGHT WALL - ROCK EXCAVATION 4,910 BCY

0011AC MAIN DAM RIGHT WALL - LEVELING CONCRETE 4,000 CY

0011AD MAIN DAM RIGHT WALL - TEMPORARY DETOUR &

TRAFFIC CONTROL

JOB

0011AE MAIN DAM RIGHT WALL - TEMPORARY DETOUR FILL

(Zone 1)

65,750

CY

0011AF MAIN DAM RIGHT WALL - SR 155 ROAD WORK 1 JOB

0011AG MAIN DAM RIGHT WALL - WALL CONSTRUCTION 1 JOB

0011AH MAIN DAM RIGHT WALL - DTH MESH NETTING 2,000 SF

Subtotal Main Dam Right Wall at Hwy 155

0012 MAIN DAM CONTROL TOWER 1 JOB

0013 SERVICE SPILLWAY

0013AA SERVICE SPILLWAY - COMMON EXCAVATION 2,500 BCY

0013AB SERVICE SPILLWAY - ROCK EXCAVATION 14,000 BCY

0013AC SERVICE SPILLWAY - DTH MESH NETTING 4,000 SF

0013AD SERVICE SPILLWAY - WALLS 1 JOB

0013AE SERVICE SPILLWAY - PEDESTRIAN BRIDGE & STAIRS 1 JOB

Subtotal Service Spillway

0014 PERMANENT OPERATIONS BUILDING PAD

0014AA PERMANENT OPERATIONS BUILDING - COMMON

EXCAVATION

10,000

BCY

0014AB PERMANENT OPERATIONS BUILDING - ROCK

EXCAVATION

10,000

BCY

0014AC PERMANENT OPERATIONS BUILDING - FILL 23,000 ECY

Subtotal Permanent Operations Building Pad

0015 ROADS, ACCESS CONTROL, MISC

0015AA PONDEROSA DR & BARLOW ROAD - COMMON

EXCAVATION

30,150

BCY

0015AB PONDEROSA DR & BARLOW ROAD - ROCK

EXCAVATION

5,750

BCY

0015AC PONDEROSA DR & BARLOW ROAD - FILL 50,800 ECY

0015AD PONDEROSA DR & BARLOW ROAD - ROAD BASE 2,600 ECY

0015AE PONDEROSA DR & BARLOW ROAD - PAVING 2,300 TON

0015AF PONDEROSA DR & BARLOW ROAD - DRAINAGE

FEATURES

JOB

0015AG PONDEROSA DR & BARLOW ROAD - SIGNAGE &

STRIPING

JOB

0015AH GUARD RAIL 1,450 LF

0015AJ GATES - PIPE 2 EA

0015AK GATES - CRASH RATED 9 EA

0015AL BOULDER BARRIER 4,950 LF

0015AM CHAINLINK FENCE 7,280 LF

0015AN DRAIN INLET RELOCATION AT SR 178 1 JOB

Subtotal Roads, Access Controls, Misc

0016 PERMANENT SITE POWER & COMMUNICATION 1 JOB

0017 USFS RECREATION MITIGATION

0017AA AUXILIARY DAM RECREATION AREA 1 JOB

0017AB OLD ISABELLA RECREATION AREA 1 JOB

0017AC SOUTH FORK RECREATION AREA 1 JOB

0017AD MAIN DAM CAMPGROUND GRADE RESTORATION &

CLEAN UP

JOB

0017AE BOAT LAUNCH 19 RESTORATION 1 JOB

Subtotal USFS Recreation Mitigation

TOTAL BASE PRICE

OPTION 1

1001 INSTRUMENTATION FOR AUX DAM 1 JOB

1002 DEMOLITION OF BOREL CONDUIT & TOWER

1002AA DEMOLITON OF BOREL CONDUIT & TOWER 1 JOB

1002AB BOREL CANAL UPSTREAM BACKFILL 1 JOB

1002AC BOREL CANAL DOWNSTREAM BACKFILL 1 JOB

Subtotal Demolition of Borel Conduit & Tower

1003 AUXILIARY DAM

1003AA AUX DAM - DEMOLITION 1 JOB

1003AB AUX DAM - DEWATERING 1 JOB

1003AC AUX DAM - COMMON EXCAVATION 586,000 BCY

1003AD AUX DAM - ROCK EXCAVATION 25,000 BCY

1003AE AUX DAM - DENTAL CONCRETE 200 CY

1003AF AUX DAM - DENTAL MORTAR 70 CY

1003AG AUX DAM - CORE (Zone 1) 189,000 ECY 1003AH AUX DAM - FILTER SAND (Zone 2a) 252,000 ECY 1003AJ AUX DAM - DRAIN ROCK (Zone 2b) 191,500 ECY 1003AK AUX DAM - TRANSITION (Zone 3) 159,300 ECY 1003AL AUX DAM - ROCK FILL (Zone 4a/4b) 921,000 ECY 1003AM AUX DAM - ROAD BASE (Zone 5) 11,500 ECY 1003AN AUX DAM - 8-INCH MINUS ROCK (Zone 6) 18,200 ECY

1003AP AUX DAM - BEDDING STONE 11,900 ECY

1003AQ AUX DAM - RIPRAP STONE 50,800 ECY

1003AR AUX DAM - FILTER LAYER STONE 6,750 ECY

1003AS AUX DAM - TOE DRAIN & PUMP HOUSE SYSTEM 1 JOB

1003AT AUX DAM - DAM CREST SURFACE FEATURES 1 JOB

Subtotal Auxiliary Dam

1004 DELETE STOCKPILING REQUIREMENT 1 JOB

1005 ROADS, ACCESS CONTROL, MISC

1005AA AUX DAM - GATES (CRASH RATED) 2 EA

1005AB AUX DAM - BOULDER BARRIER 1,940 LF

1005AC AUX DAM - GUARDRAIL 430 LF

1005AD AUX DAM - CHAINLINK FENCE 4,160 LF

Subtotal Option 1

OPTION 2

2001AA ADDITIONAL ROLLING FOR COMPACTION - 10 TON 100 HR

2001AB ADDITIONAL ROLLING FOR COMPACTION - 20 TON 100 HR

2001AC ADDITIONAL ROLLING FOR COMPACTION - FRONT

END LOADER

HR

Subtotal Option 2

OPTON 3

3001AA DENTAL MORTAR 50 CY

3001AB DENTAL CONCRETE 100 CY

Subtotal Option 3 OPTON 4 SPOT ANCHORS (exercisable up to 5 times) 50 EA

OPTON 5 DOUBLE TWIST HEXAGONAL MESH NETTING

(exercisable up to 2 times) 4,000

SF

OPTON 6 SPOT SHOTCRETE (exercisable up to 2 times) 4,000 SF

OPTON 7 SPOT DRAINS (exercisable up to 5 times) 25 EA

OPTON 8 SHEET/STRIP DRAINS (exercisable up to 2 times) 100 LF

OPTON 9 CLEANING/SURFACE PREPARATION

(exercisable up to 5 times) 1,000

SY

OPTON

10 (CLIN

1000)

MISC GRADING AT USFS RECREATION SITES

(exercisable up to 5 times) 10,000

11 (CLIN

1101)

UNDERWATER GRADING AT USFS RECREATION

SITES

(exercisable up to 2 times)

10,000

12 (CLIN

1201)

MISC CONCRETE AT USFS RECREATION SITES

(exercisable up to 2 times) 200

CY

TOTAL OPTIONS PRICE

TOTAL CONTRACT (BASE + ALL OPTIONS)

Section 00 01 10 - Table of Contents

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 01 Specifications 1980 16-FEB-2017 Attachment 02 Plans 569 17-FEB-2017 Attachment 03 Geotechnical Data Report 4 06-FEB-2017 Attachment 04 Water Testing and

Evaluation Report

63 31-JAN-2017

Attachment 05 Stone and Aggregate Report

1346 28-FEB-2017

Attachment 06 Wage Determiantion -

CA31

30 17-FEB-2017

Attachment 07 Supplemental Info - List of Environmental Documents

1 16-FEB-2017

Attachment 08 Supplemental Info - Historical Reservoir Levels

192 07-NOV-2016

Attachment 09 Supplemental Info - GIR 161 05-FEB-2017 Attachment 10 Supplemental Info - As-builts

1 16-FEB-2017

Attachment 11 Supplemental Info - Lake Isabella Topo and Utility Surveys

1 17-MAR-2017

Attachment 12 Final Hazardous Materials Investigations Report

1305 08-DEC-2015

Attachment 13 Isabella Lake Water Quality Baseline

24 01-JUL-2016

Attachment 14 Government Testing Laboratory GER

20 31-OCT-2016

Attachment 15 CVRWQCB Section 401 Certification

49 21-DEC-2016

Attachment 16 Water Quality Monitoring Plan Framework

19 17-MAR-2017

Section 00 10 00 - Solicitation

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

Mobilization/Demobilization & Prep Work

FFP

The Contractor shall provide all labor, equipment and materials to construct the Isabella Dam Safety Modification Project (DSMP), Phase II Dams and Spillway at Lake Isabella, California.

FOB: Destination

NET AMT

0001AA 1 Job Equipment Mob, Demob & Prep Work

FFP

0001AB 1 Job Temporary Site Power

0001AC 2 Each New Water Wells

0001AD 1 Job Mob/Demob Concrete Batch Plant

0001AE 1 Job Mob/Demob Rock Crushing Plant

0002 1 Job SWPPP & Environmental Requirements

0003 1 Job Site Preparation

0004 1 Job Demolition of Existing Factilities

Post Construction Erosion Control/Stabil

0005AA 115 Acre Erosion Control Seeding

0005AB 3 Months Seeding Maintenance

0006 1 Job Instrumentation

Emergency Spillway Excavation

0007AA 325,000 Cubic

Yard

Common Excavation unit of issue = banked cubic yards (BCY)

0007AB 2,500,000 Cubic

Rock Excavation

0007AC 45,000 Square

Presplitting

0007AD 18,100 Square

Foundation Rock Cleaning for Geologic

Foundation Rock Cleaning for Geologic Mapping

0007AE 5,200 Cubic

Excavation of Area 1

0007AF 2,200 Cubic

Excavation of Area 2 unit of issue = banked cubic yards BCY

0007AG 7,500 Cubic

Dental Concrete

0007AH 535 Each Rock Anchors (Pattern)

0007AJ 100 Each Rock Anchors (Spot Bolts)

0007AK 16,000 Square

Foot

Spot Shotcrete

0007AL 154,000 Square

DTM Mesh Netting

0007AM 80 Each Pattern Drains

0007AN 400 Linear

Sheet/Strip Drains

Labyrinth Weir

0008AA 7,200 Cubic

Foundation Leveling Concrete

0008AB 828 Each Foundation Anchors

0008AC 23,400 Cubic

Foundation Concrete

0008AD 10,200 Cubic

Foundation Backfill unit of issue = embanked cubic yards (ECY)

0008AE 21,900 Cubic

Wall Concrete

0008AF 2,200 Cubic

Abuttment Walls - Concrete

0008AG 7,500 Square

Abuttment Walls - Shotcrete

Auxiliary Dam

0009AA 1 Job Test Fill

0009AB 333,000 Cubic

Stockpile Filter Sand (Zone 2a) unit of issue = loose cubic yards (LCY)

0009AC 232,000 Cubic

Stockpile Drain Rock (Zone 2b)

0009AD 185,000 Cubic

Stockpile Transition (Zone 3)

0009AE 1,075,000 Cubic

Stockpile Rock Fill (Zone 4a/4b)

0009AF 22,000 Cubic

Stockpile 8-Inch Minus Rock (Zone 6)

0009AG 13,900 Cubic

Stockpile Bedding Stone

0009AH 60,000 Cubic

Stockpile Riprap Stone

0009AJ 8,300 Cubic

Stockpile Filter Layer Stone

Main Dam

0010AA 1 Job Dewatering

0010AB 215,700 Cubic

0010AC 4,500 Cubic

0010AD 37,400 Cubic

Core (Zone 1)

0010AE 52,500 Cubic

Filter Sand (Zone 2a)

0010AF 56,500 Cubic

Drain Rock (Zone 2b)

0010AG 111,500 Cubic

Transition (Zone 3)

0010AH 351,500 Cubic

Rock Fill (Zone 4a/4b)

0010AJ 4,000 Cubic

Road Base (Zone 5)

0010AK 4,000 Cubic

8-Insch Minues Rock (Zone 6)

0010AL 6,700 Cubic

Bedding Stone

0010AM 44,900 Cubic

Riprap Stone

0010AN 1,700 Cubic

Derrick Stone

0010AP 3,300 Cubic

Filter Layer Stone

0010AQ 1 Job Toe Drain System & Downstream Fill

0010AR 1 Job Dam Crest Surface Features

0010AS 35 Cubic

Dental Concrete at Tower

Main Dam Right Wall at Hwy 155

0011AA 4,340 Cubic

0011AB 4,910 Cubic

0011AC 4,000 Cubic

Leveling Concrete

0011AD 1 Job Temporary Detour & Traffic Control

0011AE 65,750 Cubic

Temporary Detour Fill (Zone 1)

0011AF 1 Job SR 155 Road Work

0011AG 1 Job Wall Construction

0011AH 2,000 Square

DTH Mesh Netting

0012 1 Job Main Dam Control Tower

Service Spillway

0013AA 2,500 Cubic

0013AB 14,000 Cubic

0013AC 4,000 Square

DTH Mesh Netting

0013AD 1 Job Walls

0013AE 1 Job Pedestrian Bridge & Stairs

Permanent Operations Building Pad

0014AA 10,000 Cubic

0014AB 10,000 Cubic

0014AC 23,000 Cubic

Fill

Roads, Access Control, Misc

0015AA 30,150 Cubic

Ponderosa Rd & Barlow Rd - Common Excava

Ponderosa Rd & Barlow Rd - Common Excavation

0015AB 5,750 Cubic

Ponderosa Rd & Barlow Rd - Rock Excavati

Ponderosa Rd & Barlow Rd - Rock Excavation

0015AC 50,800 Cubic

Ponderosa Rd & Barlow Rd - Fill

0015AD 2,600 Cubic

Ponderosa Rd & Barlow Rd - Road Base

0015AE 2,300 Ton (2,000

LB)

Ponderosa Rd & Barlow Rd - Paving

0015AF 1 Job Ponderosa Rd & Barlow Rd - Drainage Feat

FFP

Ponderosa Rd & Barlow Rd - Drainage Features

0015AG 1 Job Ponderosa Rd & Barlow Rd - Signage & Str

FFP

Ponderosa Rd & Barlow Rd - Signage & Striping

0015AH 1,450 Linear

Guard Rail

0015AJ 2 Each Gates - Pipe

0015AK 9 Each Gates - Crash Rates

0015AL 4,950 Linear

Boulder Barrier

0015AM 7,280 Linear

Chainlink Fence

0015AN 1 Job Drain Inlet Relocation at SR 178

0016 1 Job Permanent Site Power & Communication

USFS Recreation Mitigation

0017AA 1 Job Auxiliary Dam Recreation Area

0017AB 1 Job Old Isabella Recreation Area

0017AC 1 Job South Fork Recreation Area

0017AD 1 Job Main Dam Campground Grade Restoration &

FFP

Main Dam Campground Grade Restoration & Clean up

0017AE 1 Job Boat Launch 19 Restoration

1000 10,000 Square

OPTION Misc Grading at USFS Recreation Sites

1001 1 Job OPTION Instrumentation for Auxiliary Dam

OPTION Demolition of Borel Conduit & Tower

1002AA 1 Job OPTION Demolition of Borel Conduit & Tower

1002AB 1 Job OPTION Borel Canal Upstream Backfill

1002AC 1 Job OPTION Borel Canal Downstream Backfill

OPTION Auxiliary Dam

1003AA 1 Job OPTION Demolition

1003AB 1 Job OPTION Dewatering

1003AC 586,000 Cubic

OPTION Common Excavation

1003AD 25,000 Cubic

OPTION Rock Excavation

1003AE 200 Cubic

OPTION Dental Concrete

1003AF 70 Cubic

OPTION Dental Mortar

1003AG 189,000 Cubic

OPTION Core (Zone 1)

1003AH 252,000 Cubic

OPTION Filter Sand (Zone 2a)

1003AJ 191,500 Cubic

Drain Rock (Zone 2b)

1003AK 159,300 Cubic

OPTION Transition (Zone 3)

1003AL 921,000 Cubic

Rock Fill (Zone 4a/4b)

1003AM 11,500 Cubic

OPTION Road Base (Zone 5)

1003AN 18,200 Cubic

OPTION 8-Inch Minus Rock (Zone 6)

1003AP 11,900 Cubic

OPTION Bedding Stone

1003AQ 50,800 Cubic

OPTION Riprap Stone

1003AR 6,750 Cubic

OPTION Filter Layer Stone

1003AS 1 Job OPTION Toe Drain & Pump House System

1003AT 1 Jobs OPTION Dam Crest Surface Features

1004 1 Job OPTION Delete Stockpiling Requirement

OPTION Roads, Acess Control, Misc

1005AA 2 Each OPTION Gates (Crash Rated)

1005AB 1,940 Linear

OPTION Boulder Barrier

1005AC 430 Linear

OPTION Guardrail

1005AD 4,160 Linear

OPTION Chainlink Fene

1101 10,000 Square

OPTION Underwater Grading at USFS Recreation Si

Underwater Grading at USFS Recreation Sites

Exercisable up to 2 times

1201 200 Cubic

OPTION Misc Concrete at USFS Recreation Sites

OPTION Additional Rolling for Compaction

2001AA 100 Hours OPTION 10 Ton

2001AB 100 Hours OPTION 20 Ton

2001AC 100 Hours OPTION Front End Loader

OPTION Mortar and Concrete

3001AA 50 Cubic

OPTION Dental Mortar

3001AB 100 Cubic

OPTION Dental Concrete

4001 50 Each OPTION Spot Anchors

FFP

Exercisable up to 5 times

5001 4,000 Square

OPTION Double Twist Hexagonal Mesh Netting

6001 4,000 Square

OPTION Spot Shotcrete

7001 25 Each OPTION Spot Drains

FFP

8001 100 Linear

OPTION Sheet/Strip Drains

9001 1,000 Square

OPTION Cleaning/Surface Preparation

Section 00 21 00 - Instructions

CLAUSES INCORPORATED BY REFERENCE

52.204-7 System for Award Management OCT 2016 52.204-18 Commercial and Government Entity Code Maintenance JUL 2016 52.211-6 Brand Name or Equal AUG 1999 52.215-1 Instructions to Offerors--Competitive Acquisition JAN 2017 52.215-20 Requirements for Certified Cost or Pricing Data or

Information Other Than Certified Cost or Pricing Data

OCT 2010

52.236-28 Preparation of Proposals--Construction OCT 1997 252.236-7008 Contract Prices-Bidding Schedules DEC 1991

CLAUSES INCORPORATED BY FULL TEXT

52.216-1 TYPE OF CONTRACT (APR 1984)

The Government contemplates award of a Firm-Fixed-Priced contract resulting from this solicitation.

(End of provision)

52.222-5 CONSTRUCTION WAGE RATE REQUIREMENTS--SECONDARY SITE OF THE WORK (MAY

2014)

(a)(1) The offeror shall notify the Government if the offeror intends to perform work at any secondary site of the work, as defined in paragraph (a)(1)(ii) of the FAR clause at 52.222-6, Construction Wage Rate Requirements,of this solicitation.

(2) If the offeror is unsure if a planned work site satisfies the criteria for a secondary site of the work, the offeror shall request a determination from the Contracting Officer.

(b)(1) If the wage determination provided by the Government for work at the primary site of the work is not applicable to the secondary site of the work, the offeror shall request a wage determination from the Contracting Officer.

(2) The due date for receipt of offers will not be extended as a result of an offeror's request for a wage determination for a secondary site of the work.

52.225-12 NOTICE OF BUY AMERICAN REQUIREMENT-- CONSTRUCTION MATERIALS UNDER

TRADE AGREEMENTS (MAY 2014)

(a) Definitions. “Commercially available off-the-shelf (COTS) item,” “construction material,” “designated country construction material,” “domestic construction material,” and “foreign construction material,” as used in this provision, are defined in the clause of this solicitation entitled “Buy American -- Construction Materials Under Trade Agreements” (Federal Acquisition Regulation (FAR) clause 52.225-11).

(b) Requests for determination of inapplicability. An offeror requesting a determination regarding the inapplicability of the Buy American statute should submit the request to the Contracting Officer in time to allow a determination before submission of offers. The offeror shall include the information and applicable supporting data required by paragraphs (c) and (d) of FAR clause 52.225-11 in the request. If an offeror has not requested a determination regarding the inapplicability of the Buy American statute before submitting its offer, or has not received a response to a previous request, the offeror shall include the information and supporting data in the offer.

(c) Evaluation of offers. (1) The Government will evaluate an offer requesting exception to the requirements of the Buy American statute, based on claimed unreasonable cost of domestic construction materials, by adding to the offered price the appropriate percentage of the cost of such foreign construction material, as specified in paragraph (b)(4)(i) of FAR clause 52.225-11.

(2) If evaluation results in a tie between an offeror that requested the substitution of foreign construction material based on unreasonable cost and an offeror that did not request an exception, the Contracting Officer will award to the offeror that did not request an exception based on unreasonable cost.

(d) Alternate offers. (1) When an offer includes foreign construction material, other than designated country construction material, that is not listed by the Government in this solicitation in paragraph (b)(3) of FAR clause 52.225-11, the offeror also may submit an alternate offer based on use of equivalent domestic or designated country construction material.

(2) If an alternate offer is submitted, the offeror shall submit a separate Standard Form 1442 for the alternate offer, and a separate price comparison table prepared in accordance with paragraphs (c) and (d) of FAR clause 52.225-11 for the offer that is based on the use of any foreign construction material for which the Government has not yet determined an exception applies.

(3) If the Government determines that a particular exception requested in accordance with paragraph (c) of FAR clause 52.225-11 does not apply, the Government will evaluate only those offers based on use of the equivalent domestic or designated country construction material, and the offeror shall be required to furnish such domestic or designated country construction material. An offer based on use of the foreign construction material for which an exception was requested-- (i) Will be rejected as nonresponsive if this acquisition is conducted by sealed bidding; or

(ii) May be accepted if revised during negotiations.

52.233-2 SERVICE OF PROTEST (SEP 2006)

(a) Protests, as defined in section 33.101 of the Federal Acquisition Regulation, that are filed directly with an agency, and copies of any protests that are filed with the Government Accountability Office (GAO), shall be served on the Contracting Officer (addressed as follows) by obtaining written and dated acknowledgment of receipt from

USACE, Sacramento District Attn: Kimberly J. Ford

Contracting Division 1325 J Street, Room 878 Sacramento, CA 95814-2922

(b) The copy of any protest shall be received in the office designated above within one day of filing a protest with the GAO.

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) – ALTERNATE I (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for—

Thursday 6 April at 9:00am

(c) Participants will meet at—

Kern River Veterans Seniors Center 6405 Lake Isabella Blvd.

Lake Isabella, CA 93240

Please contact Melissa DeNigris at Melissa.A.DeNigris@usace.army.mil to confirm if you will attend the site visit. Once you confirm your attendance, directions will be provided.

52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB 1998)

This solicitation incorporates one or more solicitation provisions by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. The offeror is cautioned that the listed provisions may include blocks that must be completed by the offeror and submitted with its quotation or offer. In lieu of submitting the full text of those provisions, the offeror may identify the provision by paragraph identifier and provide the appropriate information with its quotation or offer. Also, the full text of a solicitation provision may be accessed electronically at this/these address(es):

http://farsite.hill.af.mil/vffara.htm

Section 00 21 16 - Instructions to Proposers

INSTRUCTION TO OFFERORS

INQUIRIES:

Prospective Offerors should submit inquiries related to this solicitation in accordance with the following (collect calls will not be accepted):

a. For information related to amendments, and the dates set for receipt of proposals, please check http://www.fedbizopps.gov

b. Contractual and Technical inquiries and questions relating to proposal procedures are to be submitted via Bidder Inquiry in ProjNet at https://www.projnet.org/projnet.

1. To submit and review bid inquiry items, Offerors will need to be a current registered user or self-register into the system. To self-register go to the aforementioned web page and click on the BID tab. Select Bidder Inquiry, select agency USACE, and enter the Bidder Inquiry Key for this solicitation listed below, your e-mail address, and then click login. Fill in all required information and click create user. Verify that information on next screen is correct and click continue.

2. From this page you may view all bidder inquiries or add an inquiry.

3. Bidders will receive an acknowledgement of their question via e-mail, followed by an answer to their question after it has been processed.

4. The Solicitation Number is: W91238-17-R-0006

The Bidder Inquiry Key is: JEUDMY-EGEAY5

c. The Bidder Inquiry System will be unavailable for new inquiries after 17 April 2017 in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation, if necessary. All answers to inquiries will be posted no later than 28 April 2017. No extensions will be granted to the submission date. Offerors are requested to post questions as early in the process as possible. Compliance with these dates will ensure that adequate time is available to all Offerors to incorporate any responses and ensure the Government has adequate time to issue any amendments.

d. Offerors are requested to review the specification in its entirety, and review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

e. The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

f. The primary point of contact for this solicitation is:

Contract Specialist: Melissa DeNigris Telephone: (916) 557-5137 E-MAIL: melissa.a.denigris@usace.army.mil

DIRECTIONS FOR SUBMITTING OFFERS:

Envelopes/packages containing offers will be sealed, marked and addressed as follows:

MARK ENVELOPES/PACKAGES:

Solicitation No. W91238-17-R-0006

Closing Date and Time: See block 13 of SF 1442

ADDRESS ENVELOPES/PACKAGES TO:

U.S. Army Corps of Engineers, Sacramento District ATTN: Melissa DeNigris 1325 J Street, Room 878 Sacramento, CA 95814

SPECIAL INSTRUCTION PERTAINING TO HAND-CARRIED OFFERS:

Hand-carried offers will be delivered to: U.S. Army Corps of Engineers, Sacramento District, 1325 J Street, Sacramento, California. Please give yourself plenty of time to drop off the proposals. The guards at the front desk will stop you and ask for your identification and then call the contract specialist to drop off the package. In some instances, the guards may escort you to the back of the building to have the package scanned prior to leaving it with the contract specialist. Again, give yourself plenty of time.

The contract specialist will be available in the building lobby 20 minutes prior to the closing time to accept hand-carried offers.

Offerors who desire to hand-deliver their offers at an earlier time will notify the contract specialist in advance in order to arrange to be met in the building lobby.

Please ensure that all courier and delivery personnel are aware of these procedures as well.

AVAILABILITY OF CORPS OF ENGINEERS PUBLICATIONS DESCRIPTIONS:

a. The internet URL for Corps of Engineers publications is:

http://www.publications.usace.army.mil/

b. Construction Criteria Base (CCB). The Construction Criteria Base (CCB) system available through the National Institute of Building Sciences includes copies of Corps of Engineers methods and specifications.

Information about the CCB can be obtained from:

http://www.wbdg.org/ccb/ccb.php

c. The Corps of Engineers manual, EM 385-1-1, Safety and Health Requirements Manual, is available on the Internet at the following location:

http://www.usace.army.mil/SafetyandOccupationalHealth/EM38511,2008BeingRevised.aspx

INDIVIDUAL SURETIES IN SUPPORT OF BID BONDS:

Bidders/Offerors utilizing individual sureties in support of a bid bond shall include a Standard Form (SF) 28 (Affidavit of Individual Surety), accompanied by a pledge of acceptable assets from each person acting as an individual surety, and include these with the SF 24 (Bid Bond), and the bid itself (see clause titled "Pledges of Assets," FAR 52.228-11).

Pledges of acceptable assets shall be in the form of (1) evidence of an escrow account and/or (2) a recorded lien on real estate. If this is an RFP, failure to provide required documentation described herein may cause the Offeror to be deemed "unacceptable".

ACCEPTANCE OF OFFERS:

A written award or acceptance of an offer, mailed or otherwise furnished to the successful Offeror within the time for acceptance specified in the offer, shall result in a binding contract without further action by either party.

SYSTEM FOR AWARD MANAGEMENT (SAM) REGISTRATION:

It is a requirement that any and all contractors that intend to do business with the government must be registered in the System for Award Management (SAM) database. No contract may be awarded by the government to any contractor who is not registered in SAM. If your company is not registered in SAM, you must register in order to be eligible for any government award.

The following link provides access to the SAM website:

https://www.sam.gov/portal/public/SAM/

Section 00 22 16 - Supplementary Instructions to Proposers

SOURCE SELECTION INFORMATION

1. OVERVIEW.

1.1 This Request for Proposal (RFP) solicits for the construction of the Isabella Lake Dam Safety Modification Project (DSMP), Phase II Dams and Spillway at Lake Isabella, California. The resultant contract will be a single Firm-Fixed-Price contract.

1.2 The purpose of the Source Selection Plan is to establish a uniform evaluation procedure for the proposals by the Source Selection Evaluation Board (SSEB), to include functional evaluation teams (Technical, Past Performance, Small Business and Price), the Source Selection Advisory Committee (SSAC) and the development of the Best Value Decision by the Source Selection Authority (SSA) using the Tradeoff Process (See Federal Acquisition Regulation 15.101-1). In as much as the proposal shall describe the capability of the Offeror to perform the resulting contract, the proposal shall be specific and complete in every detail as well as be prepared simply and economically, providing a straightforward and concise description of capabilities to satisfactorily perform the contract.

1.3 The Government will utilize an unrestricted competitive Best Value Tradeoff solicitation.

1.4 In accordance with the requirements of Part 9 of the Federal Acquisition Regulation (FAR), no contract shall be entered into unless the Procuring Contracting Officer (PCO) ensures that all requirements of law, executive orders, regulations, and all other applicable procedures, including clearances and approvals, have been met. This includes the FAR requirement that no award shall be made unless the PCO makes an affirmative determination of responsibility. To be determined responsible, a prospective contractor must meet the general standards in FAR Part 9 and any special standards set forth in the solicitation.

1.5 The Government will provide detailed plans and specifications for the project and evaluate Offerors’ technical approaches, experience and capability, past performance, small business participation and price. Interested Offerors shall submit proposals for review and consideration by the Government. The Government will evaluate these performance capability proposals in accordance with the criteria described herein and in accordance with the solicitation documents will select the Offeror that represents the overall best value for this procurement.

2. GENERAL INSTRUCTIONS

2.1 For purposes of this RFP, an “Offeror” may include a group of two or more entities that have formed a “contractor team arrangement,” as that term is defined in the Federal Acquisition Regulation, Section 9.601. In the case of entities that have formed a contractor team arrangement, the experience and performance history of any member of the team, whether or not gained while working with the other member(s) of the currently-proposed contractor team arrangement, may be considered as a part of the evaluation of the Offeror’s proposal.

2.2 In the case of contractor team arrangements involving a prime contractor and subcontractor(s), where the prime contractor submits the proposal in response to this RFP, the prime contractor must have completed at least two of the total number of projects submitted for Factor 3 for consideration of this RFP. If experience for a subcontractor is submitted, the Government’s expectation is that this subcontractor will perform this work. Before utilizing another subcontractor for this work, the Government must consent. In the case of Joint Ventures, at least one project will be submitted from each member to demonstrate experience.

2.3 An Offeror that relies upon the experience of a member or members of a proposed contractor team arrangement will be expected to maintain that arrangement during performance of any contract awarded to that Offeror under this RFP. As a part of their proposal, the Offeror must provide a contractor team agreement signed by all parties, identifying the legal name(s) of all entities and describing the nature of each entity’s relationship (teaming/partnering, joint venture, etc.) and its role on this project.

2.4 Offerors shall submit their proposal to the address shown in Block 7 of Standard Form 1442.

2.5 Proposals are due no later than the time and date specified in Block 13 of Standard Form 1442.

3. GENERAL PROPOSAL FORMAT

3.1 Title Page. Include the title of the solicitation, solicitation number, Offeror name, and date of the submittal.

3.2 Table of Contents. Each binder of the proposal shall contain a detailed table of contents.

3.3 Printed Matter Submissions. Written material shall be on 8 ½ x 11 inch paper printed in no less than a 10 point Times New Roman or Arial font. Larger size pages, up to 11” x 17”, are acceptable for the proposed organizational chart, construction schedule, drawings to depict construction sequence and other proposed construction activities.

The page count for the six non-price factors should be no more than 100 pages. The page count will not include the following: table of contents, tabs, teaming arrangements or commitment letters, organization charts or schedules, the past performance questionnaires, nor the small business participation commitment documents. If the Offeror submits more than 100 pages, the Government will only review the first 100 pages and will remove any in excess.

Organize your technical proposal as indicated below. The binders and tabs directly correlate to the technical evaluation factors. Although the Government may use information contained anywhere within the technical proposal in its evaluation of any technical evaluation criteria, the Government is not obligated to search for or to consider information that is not located in the specified location. Do not include information pertaining to your proposed pricing for this project in the technical proposal. Technical proposals including pricing information will result in disqualification. Limit your submittals to the information specified; excess information will not be evaluated.

3.4 Binders. Proposals shall be submitted in tabbed, three ring binders.

Binder 1: Technical Proposal

TAB A: Teaming Agreement(s), if applicable. If there is no teaming agreement, please clearly state that there is no teaming agreement.

TAB B: FACTOR 1 Technical Plan for Excavation and Earthwork

TAB C: FACTOR 2 Management Approach

TAB D: FACTOR 3 Experience and Capability

TAB E: FACTOR 4 Technical Plan for Concrete Production and Placement

Binder 2: Past Performance

TAB F: FACTOR 5 Past Performance

Binder 3: Small Business Participation

TAB G: FACTOR 6 Small Business Participation Commitment Document

TAB H: Subcontracting Plan (Only for Other than Small Business Contractors)

Binder 4: Price and Solicitation Information The CD with the electronic submissions must be included in this binder. The CD will contain the entire proposal (technical, past performance and small business participation and the price).

TAB I: Proposal Cover Sheet. The proposal cover sheet is required by FAR 52.215-1(c)(2). The format and content for the proposal cover sheet is as follows:

1. Solicitation Number;

2. The name, address, DUNs, telephone and facsimile numbers of the Offeror (and electronic address if available);

3. A statement specifying the extent of agreement with all terms, conditions, and provisions included in the solicitation and agreement to furnish any or all items upon which prices are offered at the price set opposite each item;

4. A statement if the Offeror includes any assumptions or exceptions when putting together their proposal;

5. Names, titles, and telephone and facsimile numbers (and electronic addresses if available) of persons authorized to negotiate on the Offeror’s behalf with the Government in connection with this solicitation;

and

6. Name, title, and signature of person authorized to sign the proposal. Proposals signed by an agent shall be accompanied by evidence of that agent’s authority, unless that evidence has been previously furnished to the issuing office.

TAB J: SF 1442 and Joint Venture Agreement. Standard Form 1442 completed and signed by authorized individual(s) of the Offeror. Include the Offeror’s DUNS number in block 14 of the SF 1442, along with the Offeror’s address.