Am0002.pdf

Am #0002 - 2

DEPARTMENT OF THE ARMY

Omaha District, Corps of Engineers 1616 Capitol Avenue Omaha, Nebraska 68102-4901

:NOTICE: Failure to acknowledge : Solicitation No. W9128F 10 R 0001 :all amendments may cause rejec- :

:tion of the offer. See FAR : Date of Issue: 23 Oct 2009 :52.215-1 of Section 00 21 00 : NEW Date of Receiving Proposals:

08 Dec 2009

Amendment No. 0002 25 Nov 2009

SUBJECT: Amendment No. 0002 to Request for Proposal Solicitation Package for Construction of Flood Protection Project, Phase 2C, Big Sioux River and Skunk Creek, Sioux Falls, South Dakota.

Solicitation No. W9128F 10 R 0001.

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications. (Descriptive Changes.)

(1) Amendment No 0001, correct the solicitation number to read “W9128F 10 R 0001” (two places).

(2) Note: the date and time of receiving proposals has changed, see sheet 00 11 00 - 1, reissued with this amendment.

(3) Section 01 22 00.00 10 page 5, add the following new paragraphs:

“1.2.11 Stop Log Structure

1.2.11.1 Payment

Payment will be made for all costs associated with the stop log structure to be constructed south of the wetland mitigation area.

1.2.11.2 Unit of Measure

Unit of Measure: Lump sum.“

(4) Section 01 78 39.00 24 page 3,

a) 4th paragraph, delete “Colorado Central FIPS 0502 Feet” and substitute “SOUTH DAKOTA SOUTH ZONE FIPSZONE: 4002 ADSZONE: 5276 UTM ZONES:

13 & 14”.

b) 5th paragraph, line 6, delete “Colorado Central” and substitute “South Dakota South Zone”.

b. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages as noted below. The substituted pages are revised and reissued with this amendment.

Am #0002 - 3

Pages Deleted Pages Substituted or Added

SF1442 Pages 00 11 00 – 1 thru 8 SF1442 Pages 00 11 00 – 1 thru 8

c. Drawings (Not Reissued). The following drawing sheets are revised as indicated below with latest revision date of 25 Nov 2009. These drawings are not reissued with this amendment.

(1) Sheet S1.01, plan view, delete leader note reading “STEEL GATE, TYP." and substitute "VERTICAL LIFT GATE, TYP."

d. Drawings (Reissued). The following drawing sheets are revised with latest revision date of 25 November 2009, and reissued with this amendment.

(1) Sheets G3.14, G3.15, G3.63, G6.13, S4.01.

e. Drawings (New). The following new drawing sheet dated 25 November is hereby added to the request for proposal drawings and is issued with this amendment.

(1) Sheet Survey2003.dwg, Note this sheet is a “live” AutoCad file provided for earthwork quantity take-offs.

f. Drawings (Deleted). The following drawing sheet is no longer part of the request for proposal package, remove the following sheets.

(1) Sheets G6.12

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged on the Standard Form 1442. All other conditions and requirements of the request for proposal remain unchanged. If the proposals have been mailed prior to receiving this amendment, you will notify the office where proposals are received, in the specified manner, immediately of its receipt and of any changes in your proposal occasioned thereby.

a. Hand-Carried Proposals shall be delivered to the U.S. Army Corps of Engineers, Omaha District, Contracting Division, 1616 Capitol Avenue, Omaha, Nebraska 68102-4901.

b. Mailed Proposals shall be addressed as noted in Item 8 on Page 00010-1 of Standard Form 1442.

3. Offers will be received until 3:00 p.m., local time at place of receiving proposals, 08 Dec 2009.

Attachments:

Standard Form 1442 Pages 00 11 00-1 thru 00 11 00-8 Dwgs. listed in 1.d. and 1.e above

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

25 Nov 2009

MFS/2184

00 11 00 - 1 Am 0002

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

W9128F-10-R-0001

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

23 Oct 2009

PAGES OF PAGES

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

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

6. PROJECT NO.

7. ISSUED BY CODE CT 8. ADDRESS OFFER TO

U.S.ARMY CORPS OF ENGINEERS, OMAHA

Contracting Division (CENWO-CT) 1616 Capitol Avenue Omaha, Nebraska 68102-4901

U.S.ARMY CORPS OF ENGINEERS, OMAHA

Attn: CONTRACTING DIVISION (CENWO-CT)

9. FOR INFORMATION

CALL:

A. NAME

Stephanie Rostermundt

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

(402) 995-2083

SOLICITATION

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date):

FLOOD PROTECTION PROJECT

PHASE 2C

BIG SIOUX RIVER AND SKUNK CREEK

SIOUX FALLS, SD

This solicitation is UNRESTRICTED AND OPEN TO LARGE AND SMALL BUSINESS PARTICIPATION.

RETURN WITH PROPOSAL: INFORMATION REQUIRED BY SECTION 00 11 00 (SF1442), SECTION 00 45 00, SECTION 00 72 00 CONTRACT CLAUSES, AND

ALL REQUIREMENTS AS REFERENCED IN SECTION 00 22 00.

11. The Contractor shall begin performance within _10_________ calendar days and complete it within __720__ calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable.

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

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

YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and ___**___ copies to perform the work required are due at the place specified in Item 8 by_3:00 pm____ (hour) local time 08 Dec 2009 . If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers 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 is, is not required.

C. All offers are subject to the (1) work 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 will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-101

STANDARD FORM 1442(REV. 4-85)

Prescribed by GSA FAR(48 CFR) 53.236-1(e)

00 11 00 - 2 Am 0002

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

DUNS Number:

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

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within __60__ calendar days after the date offers are due.

AMOUNTS

SEE ATTACHED PRICING SCHEDULE & PRICING SUPPORT DOCUMENT

Contractor’s Fax No.____________ CAGE CODE ________________ Contractor’s E-Mail address_______________

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)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

U.S. Army Engineer District, Omaha

USAED Omaha c/o USACE Finance Center 5722 Integrity Drive Millington, TN 38054-5005

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (contractor is required to sign this document and return _______ copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award,

(b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation, is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED

TO SIGN (Type or print)

31A. NAME OF CONTRACTING OFFICER (Type or print)

30B. SIGNATURE

30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD DATE

STANDARD FORM 1442 BACK (REV. 4-85)

00 11 00 Page 3 Am 0002

PROPOSAL SCHEDULE

Basic – Reach 1, 2A, 2B, 3, Concrete/Steel Dam

Item Estimated Unit No. Description Quantity Unit Price Amount

0001 All plant, material, and labor required for earthwork to construct in-place compacted levee embankment including all ramps

Compacted Embankment 210,900 C.Y. $________ $_______

0002 All plant, material, and labor required for placing topsoil

Topsoil Job L.S. -- $________

0003 All plant, material, and labor required to construct levee crest and ramp surfacing

0003AA Asphalt/Aggregate Base Course Job L.S. -- $________ 0003AB Gravel Surfacing Job L.S -- $________

0004 All removals shown on drawings Job L.S. -- $________

0005 All plant, material, and labor required to remove, install, or modify drainage structures, including earthwork and riprap

0005AA Drainage Structure #1 Job L.S. -- $________ 0005AB Drainage Structure #2 Job L.S. -- $________ 0005AC Drainage Structure #3 Job L.S. -- $________ 0005AD Drainage Structure #13 Job L.S. -- $________ 0005AE Drainage Structure #15 Job L.S. -- $________ 0005AF Drainage Structure #17 Job L.S. -- $________ 0005AG Drainage Structure #18 Job L.S. -- $________ 0005AH Drainage Structure #19 Job L.S. -- $________ 0005AJ Drainage Structure #20 Job L.S. -- $________

0005AK Total Drainage Structures Job L.S. -- $________

0006 All plant, material, and labor required for seeding, mulching and erosion control Job L.S. -- $________

0007 All plant, material, and labor required for construction of concrete/steel dam, complete Job L.S. -- $________

0008 All dewatering complete Job L.S. -- $________

00 11 00 Page 4 Am 0002

0009 All remaining work for the Basic excluding Items 0001 – 0008, above Job L.S. -- $________

BASIC TOTAL AMOUNT (Items 0001 through 0009) $__________

Option No. 01 – Reach 4

No. Description Quantity Unit Price Amount

0010 All plant, material, and labor required for earthwork to

Compacted Embankment 38,600 C.Y. $_______ $_______

0011 All plant, material, and labor required for placing topsoil

Topsoil Job L.S. -- $_______

0012 All plant, material, and labor

0012AA Asphalt/Aggregate Base Course Job L.S. -- $________ 0012AB Gravel Surfacing Job L.S. -- $________

0013 All removals shown on drawings Job L.S. -- $________

0014 All plant, material, and labor required to remove, install, Drainage Structure #4 Job L.S. -- $________

0015 All plant, material, and labor

0016 All dewatering, complete Job L.S. -- $________

0017 All remaining work for Option

No. 01 excluding Items 0010 – 0016, above Job L.S. -- $________

OPTION No. O1 TOTAL AMOUNT (Items 0010 through 0017) $__________

00 11 00 Page 5 Am 0002

Option No. 02 – Reach 5

Item Estimated Unit No. Description Quantity Unit Price Amount

0018 All plant, material, and labor required for earthwork to

Compacted Embankment 36,700 C.Y. $_______ $_______

0019 All plant, material, and labor required for placing topsoil

Topsoil Job L.S. -- $_______

0020 All plant, material, and labor

0020AA Asphalt/Aggregate Base Course Job L.S. -- $________ 0020AB Gravel Surfacing Job L.S. -- $________

0021 All removals shown on drawings Job L.S. -- $________

0022 All plant, material, and labor required to remove, install, 0022AA Drainage Structure #6 Job L.S. -- $________ 0022AB Drainage Structure #8 Job L.S. -- $________ 0022AC Drainage Structure #8A Job L.S. -- $________ 0022AD Drainage Structure #9 Job L.S. -- $________ 0022AE Drainage Structure #10 Job L.S. -- $________ 0022AF Drainage Structure #10A Job L.S. -- $________

0022AG Total Drainage Structures Job L.S. -- $________

0023 All plant, material, and labor

0024 All dewatering, complete Job L.S. -- $________

0025 All remaining work for Option

No. 02 excluding Items 0018 – 0024, above Job L.S. -- $________

OPTION No. O2 TOTAL AMOUNT (Items 0018 through 0025) $__________

00 11 00 Page 6 Am 0002

Option No. 03 – Reach 6

Item Estimated Unit No. Description Quantity Unit Price Amount

0026 All plant, material, and labor required for earthwork to

Compacted Embankment 7,600 C.Y. $_______ $_______

0027 All plant, material, and labor required for placing topsoil

Topsoil Job L.S. -- $_______

0028 All removals shown on drawings Job L.S. -- $________

0029 All plant, material, and labor required to remove, install, Drainage Structure #5 Job L.S. -- $________

0030 All plant, material, and labor

0031 All dewatering, complete Job L.S. -- $________

0032 All remaining work for Option

No. 03 excluding Items 0026 – 0031, above Job L.S. -- $________

OPTION No. 03 TOTAL AMOUNT (Items 0026 through 0032) $__________

Option No. 04 – Reach 7

No. Description Quantity Unit Price Amount

0033 All plant, material, and labor required for earthwork to

Compacted Embankment 3,200 C.Y. $_______ $_______

0034 All plant, material, and labor required for placing topsoil

Topsoil Job L.S. -- $_______

00 11 00 Page 7 Am 0002

0035 All plant, material, and labor

0035AA Asphalt/Aggregate Base Course Job L.S. -- $________ 0035AB Gravel Surfacing Job L.S. -- $________

0036 All removals shown on drawings Job L.S. -- $________

0037 All plant, material, and labor

0038 All remaining work for Option

No. 04 excluding Items 0033 – 0037, above Job L.S. -- $________

OPTION No. O4 TOTAL AMOUNT (Items 0033 through 0038) $__________

Option No. 05 – Tree Mitigation Areas 1, 2, 3 and Wetland Mitigation Area

No. Description Quantity Unit Price Amount

0039 All plant, material, and labor required for construction of tree mitigation area #1, complete Job L.S. -- $________

0040 All plant, material, and labor tree mitigation area #2, 0041 All plant, material, and labor tree mitigation area #3, 0042 All plant, material, and labor wetland mitigation area, 0043 All plant, material, and labor stop log structure south of wetland mitigation area, OPTION No. 05 TOTAL AMOUNT (Items 0039 through 0043) $__________

TOTAL (BASIC + OPTIONS 01 thru 05) $_______________

00 11 00 Page 8 Am 0002

Notes for Proposal Schedule (Basic and Options):

1. Prices must be entered for all items on the schedule. Total amount submitted without prices being entered on individual items will be rejected. Extensions will be subject to verification by the Government.

In case of variation between the unit price and the extension, the unit price will be considered the proposal. In case of variation between individual item prices and the total amount, the individual prices will be considered the proposal.

2. Reference Specification Section 00 21 00 INSTRUCTIONS, CONDITIONS AND NOTICES

TO OFFERORS for evaluation of options. The Government reserves the right to exercise any combination of options at the time of awarding the base contract.

3. Estimated earthwork quantities to construct the compacted embankment are as follows:

Basic – 210,900 C.Y.

Option No. 01 – 38,600 C.Y.

Option No. 02 – 36,700 C.Y.

Option No. 03 – 7,600 C.Y.

Option No. 04 – 3,200 C.Y.

Wetland Mitigation Area (Option No. 05) – 22,900 C.Y. (cut)

Estimated earthwork volumes are based on stationing shown on the drawings, and included below. The basic and options are separated into “reaches” extending along the Big Sioux River and Skunk Creek. Stationing for all reaches and tree mitigation and wetland mitigation areas are shown on drawings G1.51 and G1.52

Reach 1: Sta. SK 133+50.00 – SK 163+52.40 Reach 2A: Sta. SK 60+48.00 – SK 131+70.00 Reach 2B: Sta. BSL 142+26.29 – BSL 199+00.00 Reach 3: Sta. BSR 144+53.58 – BSR 178+62.40 Reach 4: Sta. BSR 180+90.51 – BSR 214+10.05 Reach 5: Sta. SK 12+71.26 – SK 57+64.00 Reach 6: Sta. BSR 215+02.54 – BSR 227+86.31 Reach 7: Sta. SK 4+28.00 – SK 11+85.00

4. A modification to a proposal, which provides for a single adjustment to the total amount, should state the application of the adjustment to each respective unit price and lump sum price affected. If the modification is not so apportioned, the single adjustment will be applied to the “All Remaining Work” item.

5. Reference Specification Section 01 22 00.00 10, MEASUREMENT AND PAYMENT, for additional information on proposal items.

6. Proposal quantities for compacted embankment and wetland mitigation area included on this proposal sheet have been calculated by the Government.

The Contractor shall be responsible for proving any discrepancy between proposal and actual quantities during construction by performing before and after surveys, and submitting this information to the Government.