A07.01-Reach_H_Solicitation_17R0049_conformed_24Aug17.pdf

W9123817R0049

American River Common Features (ARCF) Natomas Basin Reach H Levee Improvement Construction Project:

A. The NEMDC w est levee requires cutoff w all improvements at Reach H from the pumping station just upstream of Dry Creek dow nstream (south) to Northgate Boulevard. The length of this reach is approximately 4.5 miles. The general improvements include improving the existing levee by f ix in-place construction, and installation of a seepage cutoff w all w ith a depth of approximately 41 feet, and f lattening the landside levee slope. The Water Resources Reform and Development Act (WRRDA) 2014 authorizes the Sacramento District to complete Reach H.

B. This solicitation is proceding as an unrestricted, full and open acquisition. The prime contractor w ill be required to self-perform the cutoff w all w hich is estimated to be 60% of the labor effort.

C. In accordance w ith DFARS 236.204 the disclosure of magnitude is betw een $25,000,000 and $100,000,000.

D. Upon contract aw ard, contractor may commence w ith performance of all contract requirements EXCEPT construction activities. A Notice to Proceed for construction activites is estimated to be issued on or about 1 May 2018.

GREG L TREIBLE 916-557-6718

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

31-Jul-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

X

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 ________822 calendar days after receiving aw ard, 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 __________4 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________05 Sep 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 _______60 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

USACE SACRAMENTO DISTRICT

ATTN: CONTRACTING DIVISION

1325 J STREET

SACRAMENTO CA 95814-2922

W91238

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (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:

W9123817R0049 102

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 00 01 10 - Table of Contents

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 01 List of Drawings 5 26-JUL-2017 Attachment 02 Reach H Supplementary

Contract Requirements

16 26-JUL-2017

Attachment 03 Revised Specifications 674 23-AUG-2017 Attachment 04 Revised Plans 146 23-AUG-2017 Attachment 05 Davis Bacon Wage

Determination

45 07-JUL-2017

Attachment 06 Geotechnical Data Report 1407 01-DEC-2016 Attachment 07 Borrow Site Testing

Results

28 07-JUL-2016

Attachment 08 Borrow Site Rights-of- Entry

12 20-JUL-2017

Section 00 10 00 - Solicitation

CLIN SCHEDULE

DOCUMENT 00 41

00 CONTRACT

LINE ITEM

(CLIN)

SCHEDULES

01/07

PART 1 GENERAL

1.1 BASIS OF OFFERS

1.1.1 Unit Price (Pay Item) Schedule

This contract will be awarded as one job with unit prices (i.e., pay items) required for specifically selected work. A CLIN Schedule with associated pay items is contained in Standard Form SF 1442, "Solicitation, Offer and Award." See Contract Clauses, "FAR 52.211-18, Variation in Estimated Quantity" and "FAR 52.236-16, Quantity Surveys," "DFARS.252.236-7008, Contract Prices - Bidding Schedules."

Unit Prices Form - Soil-Bentonite Cutoff Wall - Open Trench

(i) Basis of Offer shall be the total amount for CLIN No. 0001 AA through 0001 CI plus the total amount for Option 1001 through 3001, complete in accordance with the drawings and specifications.

CLIN

NO:

Description Estimated Quantity

UOM Unit Price

Extended Amount

AA Mobilization and Demobilization

1 LS $ $

AB Traffic Controls 1 LS $ $

AC SWPPP Design and Implementation

1 LS $ $

AD Temporary Silt Fencing 22,732 LF $ $

AE Temporary Erosion Control 1 LS $ $

AF Erosion Control Seeding 63.79 AC $ $

AG Clearing and Grubbing 53.90 AC $ $

AH Stump and Rootball Removal 53.90 AC $ $

AI Laydown Area Development & Restoration

3.95 AC $ $

AJ Remove Asphalt Pavement 29,277 SY $ $

AK Remove & Salvage Aggregate Base

7,163 CY $ $

AL Remove & Dispose Concrete Driveway/Sidewalk

437 SY $ $

AM Remove & Dispose Concrete Pavement 6-Inch to 8-Inch

71 SY $ $

AN Topsoil Stripping 52,100 CY $ $

AO Structural Excavation 1,560 CY $ $

AP Random Fill 2,210 CY $ $

AQ Structural Fill 819 CY $ $

AR Replace Topsoil 52,100 CY $ $

AS Slag-Cement Cement Bentonite Cutoff Wall

38,639 SF $ $

AT Aggregate Base Salvage 18,517 SY $ $

AU Class 2 Aggregate Surfacing 7,457 TON $ $

AV Class 2 Aggregate Base 10,512 TON $ $

AW Asphalt Concrete Paving 4,553 TON $ $

AX Portland Cement Concrete Pavement

474 SY $ $

AY Remove and Reinstall Existing Gates

5 EA $ $

AZ Remove and Replace Existing Bollards

22 EA $ $

BA Remove and Replace Post and Cable Fencing

383 LF $ $

BB Remove and Replace Road Signs 3 EA $ $

BC Remove and Replace Curb 91 LF $ $

BD Remove and Replace Stamped Median PCC

67 SY $ $

BE Remove and Replace Concrete Stairs

1 LS $ $

BF Remove and Relocate Existing Fence

4,379 LF $ $

BG Chain Link Fence 6-ft Wall Mount

2,703 LF $ $

BH Patrol Road Access Gate - New 24 EA $ $

BI Demolish Existing Retaining Wall

70 LF $ $

BJ Demolish Existing Small Structure

1 EA $ $

BK Demolish Existing Irrigation Line - 4 Inch

95 LF $ $

BL Caltrans Type OCP Concrete Drain Inlet

2 EA $ $

BM Drain Pipe - 8 Inch RCP CLV 15 LF $ $

BN Pump Plant No. 8 Improvements 1 LS $ $

BO Pumping Station No. 102 Improvements

1 LS $ $

BP Relocate Water Main 1 LS $ $

BQ Relocate Fire Hydrant 1 LS $ $

BR Riprap 1,338 TON $ $

BS Soil-Filled Riprap 1,406 TON $ $

BT Drainage Blanket 1,308 TON $ $

BU Coir Fabric Type 1 653 SY $ $

BV Geotextile Separator 300 SY $ $

BW Retaining Wall 2,075 LF $ $

BX Concrete Liner 41 CY $ $

BY Pervious Concrete 78 CY $ $

BZ Controlled Low Strength Material - San Juan Road

47 CY $ $

CA Pole Cuttings - Willow 3/4" to 1-1/2" Dia X 4' to 6' L

98 EA $ $

CB Monitoring Well 1 EA $ $

CC Roadway Striping 1 LS $ $

CD Detours and Signage 1 LS $ $

CE Levee Excavation 181,504 CY $ $

CF Borrow Delivered 64,983 CY $ $

CG Levee Fill 181,571 CY $ $

CH Soil Bentonite Cutoff Wall - Open Trench Method

623,019 SF $ $

CI Geogrid 16,198 SY $ $

Total Base (CLIN 0001 AA through CLIN

0001 CI)

Option No.: 1001 - I-80 Seepage Berm and Ramp

CJ Clearing and Grubbing 0.11 AC $ $

CK Stump and Rootball Removal 0.11 AC $ $

CL Random Fill 500 CY $ $

CM Class 2 Aggregate Surfacing 100 TON $ $

CN Remove and Relocate Existing Fence

60 LF $ $

CO Drainage Rock 144 TON $ $

CP Geotextile Separator 760 SY $ $

Total Option No.: 1001 (CLIN No. 1001CJ through

1001CP )

Option No.: 1002 - Maintenance Road Sta. 119+40 to 140+40

CQ Clearing and Grubbing 0.58 AC $ $

CR Stump and Rootball Removal 0.58 AC $ $

CS Structural Excavation 363 CY $ $

CT Random Fill 50 CY $ $

CU Structural Fill 248 CY $ $

CV Class 2 Aggregate Surfacing 700 TON $ $

CW Remove and Relocate Existing Fence

1,312 LF $ $

CX Retaining Wall 628 LF $ $

Total Option No.: 1002 (CLIN No. 1002CQ through 1002CX)

Option No.: 1003 - Cutoff Wall Work Sta. 236+00 to 238+00 (with Optional Staging Area at Sta. 238+00) CY Erosion Control Seeding 2.5 AC $ $

CZ Clearing and Grubbing 0.2 AC $ $

DA Stump and Rootball Removal 0.2 AC $ $

DB Laydown Area Development & Restoration

2.0 AC $ $

DC Remove Asphalt Pavement 835 SY $ $

DD Remove & Salvage Aggregate Base

70 CY $ $

DE Topsoil Stripping 90 CY $ $

DF Random Fill 2,000 CY $ $

DG Replace Topsoil 90 CY $ $

DH Aggregate Base Salvage 15 TON $ $

DI Class 2 Aggregate Surfacing 200 TON $ $

DJ Class 2 Aggregate Base 15 TON $ $

DK Asphalt Concrete Paving 20 TON $ $

DL Remove and Relocate Existing Fencing

350 LF $ $

DM Roadway Striping 1 LS $ $

DN Levee Excavation 2,700 CY $ $

DO Borrow Delivered 270 CY $ $

DP Levee Fill 2,700 CY $ $

DQ Soil Bentonite Cutoff Wall - Open Trench Method

6,580 SF $ $

DR Geogrid 200 SY $ $

Total Option No.: 1003 (CLIN No.: 1003CY through 1003DR)

Option No.: 1004

– Cutoff Wall Coring and In- Situ Water Testing

Quantity

Unit of Measure

Job

Unit Price: Total Price:

Total Offer:

Total Base Plus Options (CLIN NO.: 0001 plus Total Option CLINs 1001, 1002, 1003 and 1004

Unit Prices Form - Soil-Bentonite Cutoff Wall - Vertical Chain Trenching Method

(i) Basis of Offer shall be the total amount for CLIN No. 0001AA through 0001CI plus the total amount for Option 1001 through 1003, complete in accordance with the drawings and specifications.

CLIN NO Description Estimate

Quantity d UOM Unit

Price Extended Amount

AA Mobilization and Demobilization

1 LS $ $

AB Traffic Controls 1 LS $ $

AC SWPPP Design and Implementation

1 LS $ $

AD Temporary Silt Fencing 22,732 LF $ $

AE Temporary Erosion Control 1 LS $ $

AF Erosion Control Seeding 63.79 AC $ $

AG Clearing and Grubbing 53.90 AC $ $

AH Stump and Rootball Removal 53.90 AC $ $

AI Laydown Area Development & Restoration

3.95 AC $ $

AJ Remove Asphalt Pavement 29,277 SY $ $

AK Remove & Salvage Aggregate Base

7,163 CY $ $

AL Remove & Dispose Concrete Driveway/Sidewalk

437 SY $ $

AM Remove & Dispose Concrete Pavement 6-Inch to 8-Inch

71 SY $ $

AN Topsoil Stripping 52,100 CY $ $

AO Structural Excavation 1,560 CY $ $

AP Random Fill 2,210 CY $ $

AQ Structural Fill 819 CY $ $

AR Replace Topsoil 52,100 CY $ $

AS Slag-Cement Cement Bentonite

Cutoff Wall

38,639 SF $ $

AT Aggregate Base Salvage 18,517 SY $ $

AU Class 2 Aggregate Surfacing 7,457 TON $ $

AV Class 2 Aggregate Base 10,512 TON $ $

AW Asphalt Concrete Paving 4,553 TON $ $

AX Portland Cement Concrete Pavement

474 SY $ $

AY Remove and Reinstall Existing Gates

5 EA $ $

AZ Remove and Replace Existing Bollards

22 EA $ $

BA Remove and Replace Post and Cable Fencing

383 LF $ $

BB Remove and Replace Road Signs 3 EA $ $

BC Remove and Replace Curb 91 LF $ $

BD Remove and Replace Stamped Median PCC

67 SY $ $

BE Remove and Replace Concrete Stairs

1 LS $ $

BF Remove and Relocate Existing Fence

4,379 LF $ $

BG Chain Link Fence 6-Ft Wall Mount

2,703 LF $ $

BH Patrol Road Access Gate - New 24 EA $ $

BI Demolish Existing Retaining Wall

70 LF $ $

BJ Demolish Existing Small Structure

1 EA $ $

BK Demolish Existing Irrigation Line - 4 Inch

95 LF $ $

BL Caltrans Type OCP Concrete Drain Inlet

2 EA $ $

BM Drain Pipe - 8 Inch RCP CLV 15 LF $ $

BN Pump Plant No. 8 Improvements 1 LS $ $

BO Pumping Station No. 102 Improvements

1 LS $ $

BP Relocate Water Main 1 LS $ $

BQ Relocate Fire Hydrant 1 LS $ $

BR Riprap 1,338 TON $ $

BS Soil-Filled Riprap 1,406 TON $ $

BT Drainage Blanket 1,308 TON $ $

BU Coir Fabric Type 1 653 SY $ $

BV Geotextile Separator 300 SY $ $

BW Retaining Wall 2,075 LF $ $

BX Concrete Liner 41 CY $ $

BY Pervious Concrete 78 CY $ $

BZ Controlled Low Strength Material - San Juan

47 CY $ $

CA Pole Cuttings - Willow 3/4" to 1-1/2" Dia x 4' to 6' L

98 EA $ $

CB Monitoring Well 1 EA $ $

CC Roadway Striping 1 LS $ $

CD Detours and Signage 1 LS $ $

CE Levee Excavation 118,568 CY $ $

CF Borrow Delivered 42,625 CY $ $

CG Levee Fill 118,335 CY $ $

CH Soil Bentonite Cutoff Wall - VCT Method

660,790 SF $ $

CI Geogrid 16,198 SY $ $

Total Base (CLIN No. 0001AA through 0001CI) $

Option No.: 1001 - I-80 Seepage Berm and Ramp

CJ Clearing and Grubbing 0.11 AC $ $

CK Stump and Rootball Removal 0.11 AC $ $

CL Random Fill 500 CY $ $

CM Class 2 Aggregate Surfacing 100 TON $ $

CN Remove and Relocate Existing Fence

60 LF $ $

CO Drainage Rock 144 TON $ $

CP Geotextile Separator 760 SY $ $

Total Option No.: 1001 (CLIN No. 1001CJ through

1001CP)

Option No.: 1002 - Maintenance Road Sta. 119+40 to 140+40

CQ Clearing and Grubbing 0,58 AC $ $

CR Stump and Rootball Removal 0.58 AC $ $

CS Structural Excavation 363 CY $ $

CT Random Fill 50 CY $ $

CU Structural Fill 248 CY $ $

CV Class 2 Aggregate Surfacing 700 TON $ $

CW Remove and Relocate Existing Fence

1,312 LF $ $

CX Retaining Wall 628 LF $ $

Total Option No.: 1002 (CLIN No. 1002CQ through 1002CX) $

Option 1003 - Cutoff Wall Work Sta. 236+00 to 238+00 (with Optional Staging Area at Sta. 238+00) CY Erosion Control Seeding 2.5 AC $ $

CZ Clearing and Grubbing 0.2 AC $ $

DA Stump and Rootball Removal 0.2 AC $ $

DB Laydown Area Development & Restoration

2.0 AC $ $

DC Remove Asphalt Pavement 835 SY $ $

DE Remove & Salvage Aggregate Base

70 CY $ $

DF Topsoil Stripping 90 CY $ $

DG Random Fill 2,000 CY $ $

DH Replace Topsoil 90 CY $ $

DI Aggregate Base Salvage 15 TON $ $

DJ Class 2 Aggregate Surfacing 200 TON $ $

DK Class 2 Aggregate Base 15 TON $ $

DL Asphalt Concrete Paving 20 TON $ $

DM Remove and Relocate Existing Fence

350 LF $ $

DN Roadway Striping 1 LS $ $

DO Levee Excavation 1,800 CY $ $

DP Borrow Delivered 180 CY $ $

DQ Levee Fill 1,800 CY $ $

DR Soil Bentonite Cutoff Wall - VCT Method

6,880 SF $ $

DS Geogrid 200 SY $ $

Total Option No.: 1003 (CLIN No. 1003CY through 1003DS) $

Option No.:

1004 – Cutoff Wall Coring and In-Situ Water Testing

Quantity

Unit of Measure

Job

Unit Price: Total Price:

Total Offer:

Total Base Plus Options (CLIN NO.: 0001 plus Total Option CLINs 1001, 1002, 1003 and 1004

In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended offer.

If the offeror shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.

-- End of Document --

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

Section 00 21 00 - Instructions

CLAUSES INCORPORATED BY REFERENCE

52.204-7 System for Award Management OCT 2016 52.204-16 Commercial and Government Entity Code Reporting JUL 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 52.215-16 Facilities Capital Cost of Money JUN 2003 52.217-5 Evaluation Of Options JUL 1990 52.222-5 Construction Wage Rate Requirements--Secondary Site of the

Work

MAY 2014

52.222-33 Notice of Requirement for Project labor Agreement MAY 2010 52.223-1 Biobased Product Certification MAY 2012 52.225-10 Notice of Buy American Requirement--Construction

Materials

MAY 2014

52.236-28 Preparation of Proposals--Construction OCT 1997 252.204-7008 Compliance With Safeguarding Covered Defense Information

Controls

OCT 2016

252.225-7031 Secondary Arab Boycott Of Israel JUN 2005 252.236-7006 Cost Limitation JAN 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 Price contract resulting from this solicitation.

(End of provision)

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

U.S. Army Corps of Engineers, Sacramento District ATTN: Construction Contracting Officer, Room 878 1325 J Street Sacramento, California 95814

(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-- August 8, 2017 at 09:00 Pacific

(c) Participants will meet where-- Sotnip Road turns onto the levee just north of Del Paso Road. From I-5, take Del Paso Road east. Turn left on Kenmar Road, and turn right at Sotnip Road. Park along Sotnip Road as it approaches East Levee Road.

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

52.252-3 ALTERATIONS IN SOLICITATION (APR 1984)

Portions of this solicitation are altered via Amendment No.: 0001 as follows:

A. Section 00 10 00, Contract Line Item Numbers for core drilling and in-situ water testing are added as Option Items 1004 for both methods / sets of CLIN schedules.

B. Section 00 21 16, regarding the “Preparation of Subcontracting Plan,” the percentages have been revised.

C. Section 00 22 00, para. 5.3.1.2.c. has been revised to reflect that “the technical narrative is limited to forty

(40) 8.5" x 11" double-sided pages.”

D. Section 00 22 00, para. 5.3.2.2.a. has been revised to reflect that “Offerors shall submit up to three

"example" projects relevant to the Reach H construction project that demonstrate experience using Soil Bentonite. Offerors shall also provide up to three "example" projects relevant to the Reach H construction project that demonstrate experience using Slag Cement Bentonite. Offerors may only submit up to six example projects total.”

E. Section 00 22 00, para 5.3.3.a.v. small business particpation percentages have been revised.

F. Add Section 00 45 00 Offeror Representations and Certifications to include relevant solicitation provisions.

G. In accordance with Section 02 02 00, para. 3.1.1, the Geotechnical Data Report is hereby incorporated into the solicitation as an attachment.

H. In response to Inquiry ID 7105448 and as a supplement to Plan Sheet G-003, the Borrow Site Testing

Results are hereby incorporated into the solicitation as an attachment.

I. In response to Inquiry ID 7105691 and as a supplement to Plan Sheet G-003, the Borrow Site Right-of-

Entry is hereby incorporated into the solicitation as an attachment.

J. Section 01 22 00, para 1.4.59 is revised to include compliance with the requirements in the Right-of-Entry

(Reference Inquiry ID 7105691).

http://farsite.hill.af/

K. Section 01 22 00, Measurement and Payment paragraphs added for CLINs 1004 (on both schedules) for Cutoff Wall Coring and In-Situ Water Testing.

L. Section 01 57 20, para 1.9 is revised to reflect that an air quality analysis will be a required pre-construction submittal (not a proposal requirement).

M. “Sanchez” Staging Area is hereby added and Pumping Plant 8 staging area has been reduced in size. See the following revised plan sheets: G-003, V-116, V-118, V-119, C-119, C-120, C-122, GC-105 and GC- 106.

N. Sheet C-211 is revised to delete the requirement for installation of an 8” reinforced concrete pipe (RCP) and add a requirement for installation of a 12” RCP.

52.252-5 AUTHORIZED DEVIATIONS IN PROVISIONS (APR 1984)

(a) The use in this solicitation of any Federal Acquisition Regulation (48 CFR Chapter 1) provision with an authorized deviation is indicated by the addition of"(DEVIATION)" after the date of the provision.

(b) The use in this solicitation of any Department of Defense FAR Supplement (48 CFR Chapter 2) provision with an authorized deviation is indicated by the addition of "(DEVIATION)" after the name of the regulation.

Section 00 21 16 - Instructions to Proposers

INSTRUCTIONS TO OFFERORS

INSTRUCTIONS, CONDITIONS & NOTICES TO OFFERORS

SUBMITTAL INFORMATION FOR OFFERORS:

The following documents must be returned with your offer.

--The completed Standard Form 1442 with continuation pages, duly executed with an original signature by an official authorized to bind the company. Ensure that the firm’s DUNS or DUNS+4 Number is entered in the block with its name and address.

--Your acknowledgement of any and all Amendments to the solicitation in accordance with the instructions on the Standard Form 30 Amendment.

Note: If the SF 1442 and/or the pricing schedule was changed by amendment, be sure to use the amended pages when submitting your offer.

--The completed CLIN Schedule with your proposed contract line item prices inserted in the appropriate spaces. Prices must be proposed for all contract line items. Unit prices are to be extended to the actual “dollar and cents” amounts (i.e., to two decimal places). Do not round off extended prices to the nearest dollar. Check your pricing submission very carefully for mathematical and clerical errors prior to submission.

--Your completed Representations, Certifications, and Other Statements of Bidders/Offerors (Section 00 45 00).

--Your Offer Guarantee (e.g., Standard Form 24, “Bid Bond”)

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 QUICK ADD link. Select agency as USACE, and enter the Bidder Inquiry Key for this solicitation listed below, your e-mail address, and then click continue. Fill in all required information and click Add User.

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. ARCF, Natomas Reach H

Project No: 443424 - 2068

The Bidder Inquiry Key is: VUVN4I-NM5S62

c. The Bidder Inquiry System will be unavailable for new inquiries 10 days prior to proposal submission in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation, if necessary.

http://www.fedbizopps.gov/ https://www.projnet.org/projnet

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. Offers will NOT be publicly opened. Information concerning the status of the evaluation and/or award will NOT be available after receipt of proposals.

g. The point of contact for this solicitation is:

Contract Specialist: Gregory Treible E-MAIL: Greg.L.Treible@usace.army.mil

CONTRACTOR RESPONSIBILITY, PREAWARD SURVEY:

In order to determine a contractor's responsibility for purposes of contract award in accordance with FAR Part 9, the contractor is required to provide a statement regarding previous experience and past performance in performing comparable work, information related to the business organization, financial resources, and/or plant to be used in performing the work (see Section 00 22 00). All offerors will complete and return the Preaward Survey as part of the Price/Cost proposal. Failure to submit the Preaward Survey in conjunction with the price proposal will not of itself render the offer unacceptable.

Determination of Contractor Responsibility will be completed in accordance with FAR 9.104-1.

If the contractor or subcontractor does not already have sufficient resources demonstrated in the completed Preaward Survey, acceptable evidence of "the ability to obtain" the required, adequate resources (all of the resources discussed in FAR 9.104-1) normally consists of a commitment or explicit arrangement that will be in existence at the time of contract award to rent, purchase or otherwise acquire the needed facilities, equipment, other resources, or personnel.

The Preaward Survey as a tool used by the Government in determining responsibility of the offeror is submitted as part of the Price/Cost proposal and is separate from the technical proposal's response to the technical evaluation criteria found later in this section. Some of the information required from the offeror for completion of the Preaward Survey and the technical proposal may be duplicative but it is necessary that the information be provided in full in both places and that the Price/Cost proposal and the Technical proposal be separate documents. DO NOT state, for example, in the technical proposal, "See Price/Cost proposal for past performance information".

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

FACSIMILE BIDS/OFFERS:

Facsimile bids/offers, modifications thereto, or cancellations of bids/offers will not be accepted.

http://www.publications.usace.army.mil/ http://www.wbdg.org/ccb/ccb.php

PREPARATION OF SUBCONTRACTING PLAN:

(a) See FAR 52.219-9, Section 00 70 00, of this solicitation. Subcontracting Plans will be developed considering only the subcontracts actually to be awarded. Subcontracting Plans are required from other than small businesses if the contract price is over $1,500,000; they are not required from small business firms regardless of the contract price.

(b) For information on the evaluation of subcontracting plans, see Army Federal Acquisition Regulation Supplement, Appendix DD.

(c) Submit questions on the Subcontracting Plan requirements and further instructions on submission of Electronic Subcontracting Reporting System (eSRS) as required by FAR 52.219-9 through the bidder inquiry system.

(d) The Corps of Engineers highly encourages all bidders/offerors to meet the recommended subcontracting goals as follows:

Small Businesses 50.0% 20%

Small Disadvantaged Businesses 17.0% 5%

Women-Owned Small Businesses 18.0% 6%

HUBZone Small Business 10.0% 3%

Veteran-Owned Small Business 8.5% 3%

Service Disabled Veteran Owned Small Business 4.0% 3%

The goals are calculated as a percentage of the TOTAL SUBCONTRACTING DOLLARS, NOT THE TOTAL

CONTRACT AMOUNT.

PERFORMANCE AND PAYMENT BONDS:

The bidder/offeror whose bid/offer is accepted will, within the time established in the contract, furnish performance and payment bonds in accordance with FAR 52.228-15.

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.

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/

If you have difficulties with or questions regarding the SAM registration, the following link has been set up by the Defense Logistics Agency (DLA) to assist contractors registering for CAGE codes for enrollment and navigation within SAM:

https://www.logisticsinformationservice.dla.mil/CAGETier3/ https://www.sam.gov/portal/public/SAM/ https://www.logisticsinformationservice.dla.mil/CAGETier3/

Section 00 22 00 - Supplementary Instructions

INSTRUCTIONS TO OFFERORS

PROJECT SPECIFIC EVALUATION CRITERIA

1. OVERVIEW

This is a "Best Value" solicitation for the construction of levee improvements to the Natomas East Main Drainage Canal-West levee at Reach H, Sacramento, CA. The Contracting Officer will award a firm fixed-price contract to that responsible Offeror whom the Source Selection Authority determined conforms to the solicitation, is fair and reasonable, and offers the best overall value to the Government, considering all non-price factors described herein, and price. The Government intends to award one contract from this solicitation without entering into discussions with offerors. However, this does not preclude the Government from entering into discussions with offerors if it is determined to be in the Government’s best interest.

2. BASIS OF AWARD

2.1. ELIGIBILITY FOR CONTRACT AWARD

In accordance with the requirements of Part 9 of the Federal Acquisition Regulation (FAR), no contract shall be entered into unless the Contracting Officer 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 Contracting Officer 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.

2.2. SOURCE SELECTION USING THE TRADE-OFF PROCESS

The Government will select the offer that represents the best value to the Government by using the trade-off process described in FAR Part 15. This process permits tradeoffs between price and technical (“non-price”) factors and allows the Government to accept other than the lowest priced offer. The award decision will be based on a comparative analysis and an integrated assessment of proposals against all source selection criteria in the solicitation.

2.3. RELATIVE IMPORTANCE OF PRICE TO THE TECHNICAL EVALUATION

FACTORS

All evaluation factors other than price, when combined, are significantly more heavily weighted than cost/price. The Government is concerned with striking the most advantageous balance between technical merit (i.e., quality) and cost to the Government (i.e., the price). The degree of importance of price could become greater depending upon the equality of the technical proposals. If competing technical proposals are determined to be essentially equal, price could become the controlling factor.

2.4. EVALUATION OF THE PRICE PROPOSAL

a. Price to the Government will be evaluated and considered but will not be scored or combined with other aspects of the proposal evaluation. The proposed price will be analyzed for reasonableness. It may also be analyzed to determine whether it reflects a clear understanding of the requirements; and is consistent with the offeror’s Technical Proposal. Additionally, all offers will be analyzed for unbalanced pricing.

b. The Price Evaluation Adjustment for Small Disadvantaged Businesses will not apply to this procurement as it is currently suspended for the Department of Defense.

c. Information required to be submitted in the Price Proposal volume in addition to the executed SF 1442 with acknowledgement of amendments and the completed CLIN schedule will be used to determine the offeror’s eligibility for contract award in accordance with paragraph 2.1 above (for example, the work breakdown structure, the offeror’s representations and certifications; the bid guarantee; and the offeror’s pre-award survey information). The Government may enter into exchanges with offerors about such information without it constituting discussions, subject to applicable FAR limitations, including FAR 15.306, Exchanges with offerors after receipt of proposals.

d. In accordance with FAR 19.1307, the contracting officer shall give offers from HUBZone small business concerns a price evaluation preference by adding a factor of 10 percent to all offers, except –

(1) Offers from HUBZone small business concerns that have not waived the evaluation preference; or

(2) Otherwise successful offers from small business concerns.

2.5. TECHNICAL EVALUATION FACTORS

The Government will evaluate each offeror’s technical proposal based on how well the proposal addresses each of the evaluation factors, listed below, and on how well the offeror has performed on related projects through the evaluation of the past performance information provided from references or obtained from other sources.

Each of the evaluation factors will be evaluated by the Government and an adjectival rating and risk rating will be determined by consensus of the Government evaluation board for all technical factors other than past performance. The Past Performance factor will be evaluated by the Government and a relevancy and confidence level will be determined by consensus of the Government evaluation board.

The evaluation factors correlate directly to the main organizational tabs identified in the proposal submission instructions.

Technical Proposal

(1) Factor 1: Technical Approach

(2) Factor 2: Past Performance

(2) Factor 3: Small Business Participation

2.6. RELATIVE WEIGHTING OF THE NON-PRICE EVALUATION FACTORS

All technical / non-price factors are weighted approximately equal to each other.

2.7. GENERAL TECHNICAL EVALUATION CRITERIA

a. The offeror’s conformance with the specified format and submission requirements will be considered during the technical evaluation. Failure to comply with the formatting and/or submission requirements may be seen as indicative of the type of problems that could be expected during contract performance. Lack of conformance could therefore result in a higher risk assessment, in addition to any other impacts on the evaluation.

Material omission(s) may cause the technical proposal to be rejected as unacceptable.

However, in accordance with FAR 52.215-1, the Government may waive informalities and minor irregularities in proposals. For example, a failure by a proposed key subcontractor to submit a properly executed letter of commitment may be considered as increasing risk, but will not be considered a proposal deficiency.

b. Technical proposals which do not provide the specified information in the specified location in accordance with the submission instructions may be downgraded. The Government is under no obligation to search for information that is not in the specified location.

c. Proposals which are generic, vague, or lacking in detail may be downgraded. The proposal submission instructions are written to give prospective contractors, where feasible, an indication of the level of detail desired by the Government. The offeror’s failure to include information that the Government has indicated should be included may result in the proposal being downgraded and/or being found deficient if inadequate detail is provided.

d. Any prescribed page and formatting limitations will be strictly adhered to and enforced by the Government. The Government will not evaluate any excess information resulting from the offeror’s failure to comply with the submission instructions.

Examples: If an offeror were to submit three pages in response to an item with a two page limitation, the information on the first two pages would be evaluated but the information on the third page would not be evaluated. If an offeror were to submit a fold-out sheet (e.g. 11”x17”) in response to a one-page limitation where fold-out sheets were not authorized, only the information that could reasonably have been submitted on one 8-1/2 x 11 inch sheet would be evaluated. If an offeror were to submit three 8-1/2 x 11 inch pages in response to a one not-to-exceed 11 x 17 inch page limitation, only the information that could reasonably have been submitted on one 11 x 17 inch sheet would be evaluated. If an offeror submitted alternates that were not requested (e.g., key personnel), the information will not be evaluated.

e. The degree of risk to the Government inherent in the offeror’s technical proposal will be a consideration under every evaluation factor, with the exception of past performance, which will be evaluated as Past Performance Confidence Assessment.

f. A “deficiency” is a material failure of a proposal to meet a Government requirement or a combination of significant weaknesses in a proposal that increases the risk of unsuccessful contract performance to an unacceptable level. “Weakness” means a flaw in a proposal that increases the risk of unsuccessful contract performance. A “significant weakness” is a proposal flaw that appreciably increases the risk of unsuccessful contract performance. The Government cannot accept an offer with a deficiency in its technical proposal. The term “acceptable” is therefore used in this context to describe a technical proposal that does not contain a deficiency and thus could be accepted by the Government, notwithstanding any weaknesses or significant weaknesses in the proposal.

g. The Government cannot make award based on a deficient offer. Therefore, a rating of “Unacceptable” under any factor will render the offer ineligible for award, unless the Government elects to enter into discussions with that offeror and all deficiencies are remedied in a revised proposal.

h. Failure of a proposed subcontractor to furnish authorization for the Government to discuss its past performance with the offeror will not be considered a proposal deficiency. However, the Government will not be able to disclose to the offeror any details pertaining to their performance problems that may contribute to a lower overall rating.

3 GENERAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS.

3.1 GENERAL INSTRUCTIONS.

3.1.1 Media, Page Size, Margins, Fonts, and Page Limitations.

Submit only the hard-copy paper documents and electronic files specifically authorized elsewhere in this section. Do not submit excess information, to include audio-visual materials, electronic media, etc. Do not include links to information on websites in lieu of incorporating the information physically into the proposal. Except where another size is specifically authorized for a specific submission, use only 8 1/2” x 11” paper. Use at least 1 inch margins, which may include headers and footers. Do not justify the right margin. Ensure that all text and graphics are clearly legible. Do not use a font size smaller than 10, unusual font styles such as script, or condensed fonts. For submissions with page limitations, the pages will be counted as follows: One side of the paper is one page; information on both the back and front of one sheet of paper will be counted as two pages. Where authorized, a foldout sheet will count as one page.

Pages furnished for organizational purposes only, such as a “Table of Contents” or divider tabs, are excluded from page limitations.

3.1.2 Proposal Binding.

The preferred method for assembling proposals is a method that enables the rapid insertion or deletion of pages such as three ring binders. Ensure recommended capacity is not exceeded and that pages turn freely. Do not use spring clamps, spiral binding systems, or heat binding systems.

3.1.3 Conditioning of Offer.

Do not include exceptions to the terms and conditions of the solicitation in either the technical or price proposal volumes. Inclusion of any standard company terms and conditions that conflict with the terms and conditions of the solicitation may result in a determination that the offer is unacceptable and thus ineligible for award. Resolve questions about the terms and conditions or technical requirements of the solicitation prior to submission of the offer; see “Inquiries”, located in Section 00 21 16, for points of contact. Notwithstanding the above, the offeror must clearly describe in the proposal cover sheet submitted with the volume any exceptions, within the offer, to the contractual and/or technical terms and conditions of the solicitation.

3.1.4 Restrictions on Offeror-Provided Information.

“Confidential” projects cannot be submitted to demonstrate capability unless all of the information required for evaluation as specified herein can nonetheless be provided to the Government as part of the offeror’s technical proposal. Offerors that include in their proposals information that they do not want disclosed to the public for any purpose, or used by the Government except for evaluation purposes, must clearly mark the information in accordance with FAR 52.215-1, “Instructions to Offeror – Competitive Acquisition”, paragraph (e), “Restriction on disclosure and use of data”. Files shall not contain classified data.

3.2 REQUIREMENT FOR SEPARATE PRICE AND TECHNICAL PROPOSAL

VOLUMES.

Each offeror must submit both a “price proposal” volume and a “technical proposal” volume. The price proposal includes the signed offer and the offeror’s proposed prices.

The technical proposal includes all required information relating to the “non-cost” evaluation factors. The two volumes must be submitted as separate, physically distinct volumes. Both volumes must be received at the location shown in Block 8 of Standard Form 1442, not later than the date and time specified in Block 13 of Standard Form 1442. The information in the two volumes is evaluated separately and independently.

Therefore, all information intended by the offeror to be evaluated as part of the price proposal must be submitted as part of the price proposal. All information intended by the offeror to be evaluated as part of the technical proposal must be submitted as part of the technical proposal. Do not merely cross-reference similar material between the technical and price proposals. Information in the price proposal will not be considered in the technical evaluation, and vice versa.

3.2.1 Marking of Proposal Volumes.

Mark each volume as either the “Price Proposal” or the “Technical Proposal”.

Additionally, mark the outside front cover of each volume with the project title and location, solicitation number, name and address of the offeror, and volume copy number. (Markings which identify the offeror are not required on either the back cover or on the spine/binding.)

3.2.2 Tabbing of Proposal Volumes.

Offers are to be formatted and tabbed in accordance with the instructions that follow for each proposal volume.

3.2.3 Table of Contents.

Include a table of contents for each proposal volume.

4 PRICE PROPOSAL VOLUME.

4.1 NUMBER OF SETS OF THE PRICE PROPOSAL.

Submit the original (no copies) of the price proposal volume.

4.2 FORMAT, CONTENTS, AND LIST OF TABS FOR THE PRICE PROPOSAL.

Use only 8-1/2” x 11” pages. There are no page limits for the price proposal; however, limit responses to required information. Excess information will not be evaluated.

Organize your price proposal as indicated below. If a tab is not applicable to your proposal, omit that tab but do not renumber the subsequent tabs.

PRICE PROPOSAL VOLUME

TAB CONTENTS OF THE PRICE PROPOSAL

1 Proposal Cover Sheet

2 SF 1442; Acknowledgement of Amendments; (Joint Venture Agreement (if applicable))

3 CLIN Schedule

4 Representations and Certifications

5 Offer Guarantee

6 Pre-Award Survey Information

4.3 DETAILED SUBMISSION REQUIREMENTS FOR THE PRICE PROPOSAL.

Tab 1 of the Price Proposal: Proposal Cover Sheet.

The proposal cover sheet is required by FAR 52.215-1 (c)(2). This provision, titled “Instructions to Offerors – Competitive Acquisition” is provided in full text in Section 00 21 00. The format and content for the proposal cover sheet follows:

PROPOSAL COVER SHEET

1. Solicitation Number:

2. The name, address, DUNS number, telephone numbers and email addresses of the offeror.

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. Names, titles, email addresses, and telephone numbers of persons authorized to negotiate on the offeror’s behalf with the Government in connection with this solicitation:

5. 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.

(End of Proposal Cover Sheet)

Tab 2 of the Price Proposal: SF 1442; Acknowledgement of Amendments; Joint Venture Agreement.

The Standard Form (SF) 1442 must be completed by the offeror and duly executed with an original signature by the official(s) identified in the proposal cover sheet as authorized to bind the offeror in accordance with FAR 4.102, which includes specific instructions pertaining to individuals, partnerships, corporations, Joint Venture participants, and agents. Include the offeror’s DUNS number in block 14 of the SF 1442, along with the offeror’s address. All amendments must be acknowledged in accordance with the instructions on the Standard Form 30, Amendment. If the offeror is a Joint Venture (JV), include a copy of the JV agreement and indicate its status. (Note:

It is preferred, but not required, that you use a document protector in lieu of punching holes in the original SF 1442.)

Tab 3 of the Price Proposal: CLIN Schedule.

Submit the completed CLIN Schedule with the offeror’s proposed contract prices inserted in the appropriate spaces. Prices must be proposed for all contract line items.

Unit prices must be extended to the actual “dollar and cents” amounts (i.e., to two decimal places). Do not round off the extended prices to the nearest dollar. Check your pricing submission very carefully for mathematical and clerical errors prior to submission. Any qualification of pricing may render the proposal unacceptable and therefore not eligible for award. (Note: It is preferred, but not required, that you use a document protector in lieu of punching holes in the completed “original” CLIN schedule.)

Indicate the total price…