AMEND-0001_W9126G-16-B-0023_SPECS.PDF

W45VAK60427934

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The solicitation W9126G-16-B-0023 is hereby amended as show n on the pages follow ing:

See pages follow ing.

BID OPENING DATE REMAINS 29 AUG 2016 @ 2:00 P.M. LOCAL TIME.

1. CONTRACT ID CODE PAGE OF PAGES

J 1

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9126G-16-B-0023

X 9B. DATED (SEE ITEM 11)

29-Jul-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

19-Aug-2016

CODE

US ARMY CORPS OF ENGINEERS FORT WORTH

2000 FORT POINT ROAD

GALVESTON TX 77550-1229

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

M3ODXMAN

Text Box

W9126G-16-B-0023

A0001-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W9126G-16-B-0023, Buffalo Bayou and Tributaries, Houston, Texas, Greens Bayou in Harris County, Texas, South Detention Basin and Channel Improvements, are hereby amended as follows:

a) Specifications.

(1) SECTION 00 11 00.00 45, BID SCHEDULE – The enclosed SECTION 00 11 00.00 45 entitled BID SCHEDULE supersedes that issued with this Solicitation.

(2) SECTION 00 21 00, INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS –

The enclosed SECTION 00 21 00 entitled INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS supersedes that issued with this Solicitation.

(3) SECTION 01 00 10, SUMMARY OF WORK – The enclosed SECTION 01 00 10 entitled SUMMARY OF WORK supersedes that issued with this Solicitation.

(4) SECTION 01 10 00.00 45, NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

– The enclosed SECTION 01 10 00.00 45 entitled NON-REGULATED SPECIAL CONTRACT REQUIREMENTS supersedes that issued with this Solicitation.

(5) SECTION 01 22 00.10, MEASUREMENT AND PAYMENT – The enclosed SECTION 01 22 00.10 entitled MEASUREMENT AND PAYMENT supersedes that issued with this Solicitation.

(6) SECTION 03 31 00.00 45, CONCRETE FOR MINOR STRUCTURES – The enclosed SECTION 03 31 00.00 45 entitled CONCRETE FOR MINOR STRUCTURES supersedes that issued with this Solicitation.

(7) SECTION 31 23 16.30 45, STRIPPING, EXCAVATION, FILLING, AND BACKFILLING –

The enclosed SECTION 31 23 16.30 45 entitled STRIPPING, EXCAVATION, FILLING, AND BACKFILLING supersedes that issued with this Solicitation.

(8) SECTION 33 40 00.10 45, STORM DRAINS – The enclosed SECTION 33 40 00.10 45, entitled STORM DRAINS supersedes that issued with this Solicitation.

(9) SECTION 35 31 19.32 45, RIPRAP/RECYCLED CONCRETE AND BLANKET STONE –

The enclosed SECTION 35 31 19.32 45 entitled RIPRAP AND BLANKET STONE replaces that issued with this Solicitation.

b) Drawings.

(1) DRAWINGS - The enclosed set of new Drawings replaces that issued with this Solicitation.

2. This amendment shall be attached to and become a part of the solicitation.

10 Encls:

1. SECTION 00 11 00.00 45, BID SCHEDULE

2. SECTION 00 21 00, INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS

3. SECTION 01 00 10, SUMMARY OF WORK

4. SECTION 01 10 00.00 45, NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

5. SECTION 01 22 00.10, MEASUREMENT AND PAYMENT

6. SECTION 03 31 00.00 45, CONCRETE FOR MINOR STRUCTURES

7. SECTION 31 23 16.30 45, STRIPPING, EXCAVATION, FILLING, AND BACKFILLING

8. SECTION 33 40 00.10 45, STORM DRAINS

W9126G-16-B-0023

A0001-3

9. SECTION 35 31 19.32 45, RIPRAP/RECYCLED CONCRETE AND BLANKET STONE

10. DRAWINGS, (81 SHEETS)

File No.: HSC 40612 Solicitation No. W9126G-16-B-0023

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 11 00.00 45

BID SCHEDULE

06/14

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1

1.2 Option

1.3 MODIFICATIONS (CESWG)

1.4 EVALUATION OF OPTIONS (July 1990) (FAR 52.217-5)

-- End of Section Table of Contents --

DOCUMENT 00 11 00.00 45 Page 1

(TO ACCOMPANY AMENDMENT NO. 0001 TO SOLICITATION NO. W9126G-16-B-0023)

SECTION 00 11 00.00 45

BID SCHEDULE

AMENDMENT NO. 0001

06/14

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

0001 Mobilization and

Demobilization

1 JOB SUM $___________

0002 Clearing, Grubbing, and Removal of Debris

1 JOB SUM $___________

0003 Detention Basin

Stripping

1 JOB SUM $___________

0004 Detention Basin Outfall Structures

1 JOB SUM $___________

0005 Weir Structure 1 JOB SUM $___________

0006 Connecting Structure

1 JOB SUM $___________

0007 Detention Basin Storm Drainage Structures

1 JOB SUM $___________

0008 Detention Basin Turfing

1 JOB SUM $___________

DOCUMENT 00 11 00.00 45 Page 2

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

0009 Detention Basin

Excavation

1,498,000 CY $___________ $___________

Detention

Basin Access Ramps

1 JOB SUM $___________

TOTAL SCHEDULE NO. 1 $___________

NOTE: Completion time stated in SECTION 00 73 00.00 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD is for Schedule No. 1 work.

BID SCHEDULE (CONT'D)

(TO BE ATTACHED TO STANDARD FORM 1442)

1.2 Option

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION

0011 Channel Stripping 1 Job SUM $___________

0012 Channel Storm Drainage Structures

1 Job SUM $___________

0013 Cutten Basin Weir

Modification 1 Job SUM $___________

0014 Channel Turfing 1 Job SUM $___________

0015 Channel Excavation

310,000 CY

0016 Channel Blanket Stone

3,850 TON

0017 Channel Riprap (40 to

640 lbs)

10,300 TON

0018 Channel Compacted Fill

4,000 CY

0019 Channel Paving 1,300 CY

DOCUMENT 00 11 00.00 45 Page 3

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION

TOTAL OPTION $___________

TOTAL SCHEDULE NO. 1 AND OPTION $___________

NOTE FOR OPTION: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work under Schedule No. 1. An additional time of 250 calendar days will be added to this Contract for completion of the Option.

DOCUMENT 00 11 00.00 45 Page 4

BID SCHEDULE (CONT'D)

1.3 MODIFICATIONS (CESWG)

If a modification to a bid based on unit prices is submitted, which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment of each unit price in the bid schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

1.4 EVALUATION OF OPTIONS (July 1990) (FAR 52.217-5)

Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

-- End of Document --

DOCUMENT 00 11 00.00 45 Page 5

SWG FILE NO.: HSC 40612 SOLICITATION NO.:W9126G-16-B-0023

Section 00 21 00 - Page 1

(TO ACCOMPANY AMENDMENT NO. 0001 TO SOLICITATION NO. W9126G-16-B-0023)

Section 00 21 00 - Instructions, Conditions and Notices to Offerors

GENERAL REQUIREMENTS

1.1 ESTIMATED CONSTRUCTION PRICE RANGE (APR 1985) (FAR 36.204)

The estimated price range of the proposed construction is between $10,000,000 and $25,000,000.

1.2 AVAILABILITY OF PLANS AND SPECIFICATIONS ON FBO

After solicitation issuance, contractors may register to be placed on a plan holders list, view and/or download this solicitation and all amendments at the following internet addresses:

http://www.fbo.gov/

You must be registered in the System For Award Management (SAM) to receive a government contract award. You may register with the SAM at https://www.sam.gov

1.3 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (18 MAR 2013) (UAI

31.105-100)

In accordance with FAR 31.105(d)(2)(i)(b), equipment ownership and operating cost shall be determined using EP 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule.

1.4 TECHNICAL INFORMATION (CESWG-CT)

For technical information regarding the plans and specifications submit your request through Bidder’s Inquiry, see paragraph 1.9 below for further instructions.

1.5 (AM#1) PREAWARD INFORMATION CONSTRUCTION (CECT-SWF-G)

The apparent Low bidder shall, upon request of the Contracting Officer, furnish a statement within 1 calendar days after Bid Opening, of whether he is now or has ever been engaged in any work similar to that covered by the specifications herein, the dollar value thereof, the year in which such work was performed, and the manner of its execution, and giving such other information as will tend to show the bidder's ability to prosecute the required work. The "such other information" referred to above shall include but is not limited to the following:

(a) The name and address of the office or firm under which such similar work was performed.

(b) A list of key personnel available for the instant project and their qualifications.

(c) A copy of bidder's last year's financial statement, including the names of banks or other financial institutions with which the bidder conducts business. Such statement will be confidential.

(d) Business Financial Condition Evaluation. The evaluation factors listed below shall be prepared by the contractor's certified public accountant.

(1) Liquidity

- Current Ratio __________________

- Quick Ratio __________________

Section 00 21 00 - Page 2

(TO ACCOMPANY AMENDMENT NO. 0001 TO SOLICITATION NO. W9126G-16-B-0023)

(2) Leverage -Debit/Net Worth __________________

(3) Operating Efficiency

- Return On Assets __________________

- Asset Turnover __________________

(4) Profitability

- % Return On Equity __________________

- % Return On Sales __________________

(e) A list of present commitments, including the dollar value thereof, and name of office under which the work is being performed.

(AM#1)

f) The apparent low bidder shall submit the location of disposal site(s) for 100% of the contract's total cubic yards of excavation. The Government will have 5 days to review and determine the acceptability of the disposal site(s) information. Required documentation shall include the following (as appropriate):

1. Copies of relevant permits and documentation of compliance with relevant federal actions to comply with the National Environmental Policy Act

(NEPA).

2. One copy of a right-of-entry for each proposed disposal site(s). The right-of-entry shall allow the Government access to the disposal site(s) to determine if the site can be approved.

3. Fill quantity amounts are required for each site(s) submitted.

Failure of the Contractor to provide the required above pre-award information may result in a non-responsible determination.

1.6 BIDDER'S QUALIFICATIONS (CESWG-CT)

Before a bid is considered for award, the bidder may be requested by the Government to submit a statement regarding his previous experience in performing comparable work, his business and technical organization, financial resources, and plant available to be used in performing the work.

1.7 CAUTIONS & REMINDERS TO BIDDERS (CESWG-CT)

All information required by the terms of the Invitation must be furnished.

MISTAKES OR OMISSIONS CAN BE COSTLY. Important items for you to check are included in but not limited to, those listed below. This checklist is furnished only to assist you in submitting a proper bid. Check as you read.

Have you acknowledged all amendments?

Have you completed SECTION 00 45 00, REPRESENTATIONS & CERTIFICATIONS portion of the bid package?

Is your bid properly signed?

If a bid guarantee is required, is it included with your bid? (A late bid guarantee is treated the same as a late bid).

Is your bid guarantee in the proper amount? Bid guarantee shall be in the amount of 20 percent of the amount of the bid, or $3 million, whichever is less.

Section 00 21 00 - Page 3

(TO ACCOMPANY AMENDMENT NO. 0001 TO SOLICITATION NO. W9126G-16-B-0023)

If your bid guarantee is in the form of a bid bond, is the bond properly signed by both the bidder and surety and are all required seals affixed?

Is the name in which you submitted the bid the same on your bid as on your bid bond?

If required have you entered a unit price for each bid item?

(The Invitation will specifically state when this is necessary).

Are decimals in unit prices in the proper places? Are your figures legible?

Are the extensions of your unit prices, and your total bid price correct?

Are all erasures or corrections initialed by the person signing the bid?

I have not restricted my bid by altering the provisions of the Invitation.

Is the envelope containing your bid properly identified that it is a sealed bid and does it contain the correct invitation number and bid opening time?

Will your bid arrive on time? Late hand-carried bids will not be considered. Late mailed bids may be considered if sent by Registered or Certified Mail; if late receipt was due to delay in mails, or if specific requirements have been met. (See the portion of the Invitation pertaining to "Late Bids and Modifications or Withdrawals").

REMINDER TO BIDDERS

REMINDER #1 - Acknowledge all Amendments on the reverse side of SF 1442, Item 19, Solicitation, Offer, and Award.

REMINDER #2 - The Contracting Officer signing this contract is the Primary Contracting Officer. However, any Contracting Officer assigned to the Galveston District may take formal action. See Section entitled "Specific Project Requirements".

1.8 SPECIAL INSTRUCTIONS PERTAINING TO HAND-CARRIED BIDS/OFFERS:

Hand-carried Bids/Offers must be delivered to: the Contract Specialist or Contracting Officer located at the US Army Corps of Engineers, Jadwin Building, 2000 Fort Point Road, Galveston District, Galveston, TX 77550. Not Later than the Due Date and Time. Bids/Offers will only be accepted by contracting personnel. Guards are not authorized to accept Bids/Offers on behalf of the Government.

Galveston District has a security gate located on Fort Point Rd and requires all occupants of the vehicle to have a valid driver’s license for entry.

Parking is limited. Firearms are not permitted on the installation. Offerors are cautioned to allow sufficient time for travelling over the causeway or ferry. Neither will constitute Government-caused delay.

Offerors are also cautioned that Galveston is an island that, during Spring Break and the Summer Season, can have traffic slowdowns and congestion

Section 00 21 00 - Page 4

(TO ACCOMPANY AMENDMENT NO. 0001 TO SOLICITATION NO. W9126G-16-B-0023)

because the District is collocated with the Bolivar Ferry traffic waiting to board and can delay access to the District Office.

(End of Clause)

1.9 BIDDER INQUIRY – PROJNET

1. Prospective Offerors should submit questions concerning this solicitation via Bidder Inquiry in ProjNet at www.projnet.org/projnet .

A. To submit and review bid inquiry items, bidders 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 email 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.

***Please Note: Offerors shall only submit one question per inquiry.

Inquiries containing multiple questions may be rejected.

B. From this page, you may view all bidder inquiries or add inquiry.

C. Offerors will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.

D. The Solicitation Number is: W9126G-16-B-0023

The Bidder Inquiry Key is: PIP77M-F9KV8T

2. The Bidder Inquiry System will be unavailable for new inquires fifteen

(15) calendar days prior to offer submission in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation if necessary.

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

4. 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.

5. Offers will be publicly opened at the date/time stated in the solicitation.

1.9 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 the Contracting Officer, US Army Corps of Engineers, Galveston District, PO Box 1229, Galveston, Texas 77553-1229, Fax No. (409) 766-3010, submitting the protest at SWF-protest@usace.army.mil .

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

(End of Provision) http://www.projnet.org/projnet mailto:SWF-protest@usace.army.mil

Section 00 21 00 - Page 5

1.10 DAVIS-BACON ACT (CESWG-CT)

Paragraph entitled DAVIS-BACON ACT of (CONTRACT CLAUSES - Section 00 72 00, FAR 52.222-6) is applicable to this solicitation. Wage Rates will be incorporated by amendment, if they are not included in this solicitation.

CLAUSES INCORPORATED BY REFERENCE

52.204-7 System for Award Management JUL 2013 52.214-3 Amendments To Invitations For Bids DEC 1989 52.214-4 False Statements In Bids APR 1984 52.214-5 Submission Of Bids MAR 1997 52.214-6 Explanation To Prospective Bidders APR 1984 52.214-7 Late Submissions, Modifications, and

Withdrawals of Bids

NOV 1999

52.214-18 Preparation of Bids-Construction APR 1984 52.214-19 Contract Award-Sealed Bidding-

Construction

AUG 1996

52.214-34 Submission Of Offers In The English Language

APR 1991

52.214-35 Submission Of Offers In U.S. Currency APR 1991 52.217-5 Evaluation Of Options JUL 1990 52.225-12 Notice of Buy American Requirement -

Construction Materials Under Trade Agreements

MAY 2014

CLAUSES INCORPORATED BY FULL TEXT

52.214-15 PERIOD FOR ACCEPTANCE OF BIDS (APR 1984)

In compliance with the solicitation, the bidder agrees, if this bid is accepted within 60 calendar days from the date specified in the solicitation for receipt of bids, to furnish any or all items upon which prices are bid at the price set opposite each item, delivered at the designated point(s), within the time specified in the Schedule.

(End of clause)

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)

CLAUSES INCORPORATED BY FULL TEXT

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this

Section 00 21 00 - Page 6

(TO ACCOMPANY AMENDMENT NO. 0001 TO SOLICITATION NO. W9126G-16-B-0023)

solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Goals for minority participation for each trade

Goals for female participation for each trade

Harris County, 27.3%

6.9%

These goals are applicable to all the Contractor's construction work performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed. Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Programs office.

(c) The Contractor's compliance with Executive Order 11246, as amended, and the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled "Affirmative Action Compliance Requirements for Construction,'' and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade. The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed.

(d) The Contractor shall provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance, U.S. Department of Labor, within 10 working days following award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the --

(1) Name, address, and telephone number of the subcontractor;

(2) Employer's identification number of the subcontractor;

(3) Estimated dollar amount of the subcontract;

(4) Estimated starting and completion dates of the subcontract; and

(5) Geographical area in which the subcontract is to be performed.

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is SMSA, Texas, Harris County, Houston.

(End of provision)

Section 00 21 00 - Page 7

CLAUSES INCORPORATED BY FULL TEXT

52.236-27 SITE VISIT (CONSTRUCTION) (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) Site visits may be arranged during normal duty hours by contacting:

Name: Brandon Smolinsky Email Address: Brandon.smolinsky@usace.army.mil Telephone: 409-766-3103

(End of provision)

CLAUSES INCORPORATED BY FULL TEXT

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

(End of provision) http://farsite.hill.af..mil/

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 10

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUMMARY

1.2 SITE LOCATION

1.3 PHASING OF THE WORK

1.3.1 Option

1.3.2 (AM#1) Connection Structure Detour Road

1.4 GREENS BAYOU FLOW DATA

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 GENERAL

-- End of Section Table of Contents --

SECTION 01 00 10 Page 1

SECTION 01 00 10

SUMMARY OF WORK

AMENDMENT NO. 0001

08/15

PART 1 GENERAL

1.1 SUMMARY

The work in this project includes construction of detention basin, outfalls structures for basins, construction of a new weir structure, modification of an existing weir structure at Cutten Basin, storm drains, channel excavation, placement of stone protection, clearing, grubbing and the establishment of turf.

1.2 SITE LOCATION

The work in this Contract shall be performed in Harris County, Houston, Texas as shown.

1.3 PHASING OF THE WORK

(AM#1) The Contractor shall commence work with the construction of the outfall structure for the South basin, less the flapgates at the outfall end. The Contractor will be required to coordinate the installation of the outfall pipes with the relocation of an existing waterline with Harris County Utility District No. 15. North detention basin expansion may occur concurrently currentlywith South detention basin work if the ongoing Government Contract No. W9126G-15-C-0076 for the North basin is complete.

South detention basin shall start at the upsteam end of the south detention basin outfall and proceed westerly. Once the Contractor reaches the location for the connecting structure, the Contractor may proceed with the construction of the connecting structure between the South and North detention basins. When excavation is complete for both North and South basins and the connecting structure is complete the Contractor shall install the flapgates at the outfall ends of the South and North detention basins and then may proceed with the construction of the weir structure at the North detention basin cell. No Option workchannel excavation shall commence until the South detention basin and North Basin expansion is complete and the outfall work for both North and South basins along with weir construction at the North basin is complete.

1.3.1 Option

If the Option is exercised the Contractor shall commence work at the downstream end of the channel and proceed upstream to Cutten Road.

1.3.2 (AM#1) Connection Structure Detour Road

The Contractor will be responsible for coordinating, obtaining permits, preparing the traffic control plan and construction of a detour road for the construction of the connection structure across West Greens Road with Harris County. Upon the installation of the box culverts the Contractor shall restore West Greens Road to pre-construction condition and remove the detour road.

SECTION 01 00 10 Page 2

1.4 GREENS BAYOU FLOW DATA

The Contractor can obtain flow data for Greens Bayou at the following website: http://www.harriscountyfws.org/.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 GENERAL

Project features shall be constructed as shown and specified, and in accordance with manufacturer's supplied instructions.

-- End of Section --

SECTION 01 00 10 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.00 45

NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

04/16

PART 1 GENERAL

1.1 QUANTITY SURVEYS (CESWG)

1.2 QUANTITY OVERRUNS (CESWG)

1.2.1 Modification

1.2.2 Directions

1.2.3 Notice and Corrective Action

1.3 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)(ER

415-1-15)

1.3.1 General

1.3.1.1 Unusually Severe Weather

1.3.1.2 Completion Delay

1.3.2 Baseline for Monthly Weather Time Evaluations

1.3.3 Record

1.4 DAMAGE TO WORK (CESWG)

1.5 CERTIFICATES OF COMPLIANCE (CESWG)

1.6 ENVIRONMENTAL LITIGATION (CESWG)

1.6.1 Suspension of Work

1.6.1.1 Definition

1.7 NATIVE AMERICAN GRAVES PROTECTION (CESWG)

1.7.1 Native American Graves Protection and Repatriation Act

1.7.2 Discovered Items

1.7.3 Notification of Discovery

1.7.4 Resuming Activity

1.8 CONTRACTING OFFICER SIGNATURE (CESWG)

1.9 TRADE NAMES AND PROPRIETARY ITEMS (CESWG)

1.10 PAYMENT FOR MATERIALS DELIVERED OFF-SITE (CESWG)

1.10.1 Materials Delivered Off-site

1.10.2 Title to Items

1.11 WORK IN QUARANTINED AREA (CESWG)

1.12 COORDINATION MEETINGS (CESWG)

1.13 SUBMITTALS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 10 00.00 45 Page 1

SECTION 01 10 00.00 45

NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

AMENDMENT NO. 0001

04/16

PART 1 GENERAL

1.1 QUANTITY SURVEYS (CESWG)

(1) Quantity surveys shall be conducted, and the data derived from these surveys shall be used in computing the quantities of work performed and the actual construction completed and in place.

(2) The Contractor shall conduct the original and final surveys and surveys for any periods for which progress payments are requested.

These surveys shall be conducted under the direction of a representative of the Contracting Officer, unless the Contracting officer waives this requirement in a specific instance. The Government shall make the computations that are necessary to determine the quantities of work performed or finally in place. The Contractor shall make the computations based on the surveys for any periods for which progress payments are requested.

(3) Promptly upon completing a survey, the Contractor shall submit the originals of field notes and other records relating to the survey or to the layout of the work to the Contracting Officer, who shall use them as necessary to determine the amount of progress payments. The Contractor shall retain copies of the material submitted to the Contracting Officer.

(4) Field notes for original and final surveys and surveys for any periods for which progress payments are requested shall be provided to the Contracting Officer in an ASCII data file format in the form, point name, easting, northing, and elevation.

1.2 QUANTITY OVERRUNS (CESWG)

This provision pertains to items in the Bid Schedule which are unit-priced. The Contractor is cautioned that funding on this Contract is based on the quantities shown in the Bid Schedule. Therefore, the Contractor shall not exceed the estimated quantities in the Contract Line Items without prior specific authorization, and only with a signed modification issued by the Contracting Officer. The Contractor will specifically notify the Contracting Officer, in writing, once the Contractor reaches approximately 75 percent of the quantities specified in the Contract line items. This notification will be separate and in addition to other reporting required elsewhere in this Contract. It is preferred that the Contractor notify the Government as soon as it recognizes that the estimated quantities are not sufficient to complete the work indicated and specified.

1.2.1 Modification

If the Contractor exceeds the estimated quantities without a signed modification in place, it will be considered as unauthorized work, for

SECTION 01 10 00.00 45 Page 2 which the Contractor may not be reimbursed. Once the potential quantity overrun is identified, the Contracting Officer may, among other options, provide additional funds (if available) to complete the work and equitably adjust the quantities in the Contract Line Item(s), modify the work to match the estimated quantities, consider the Contract complete once the contractually indicated quantities have been reached or terminate the Contract for the convenience of the Government.

1.2.2 Directions

Directions will be addressed through a formal Contract modification and no work in excess of the contractually-indicated quantities shall be performed without an official modification.

1.2.3 Notice and Corrective Action

This provision shall not be interpreted as an order for the Contractor to stop work upon reaching 75 percent of the estimated quantities, it merely requires notice and potential corrective action at that point. However, absent further specific direction, the Contractor shall be prepared to stop work at no additional cost to the Government once 100 percent of the Line Item quantities have been obtained.

1.3 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)(ER 415-1-15)

1.3.1 General

This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the CONTRACT CLAUSE entitled DEFAULT (FIXED-PRICE CONSTRUCTION). For the Contracting Officer to award a time extension under this CLAUSE, the following conditions shall be satisfied.

1.3.1.1 Unusually Severe Weather

The weather experienced at the project site during the Contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

1.3.1.2 Completion Delay

The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.3.2 Baseline for Monthly Weather Time Evaluations

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

SECTION 01 10 00.00 45 Page 3

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (6) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

(4) (1) (7) (6) (14) (11) (1) (3) (3) (13) (4) (5)

1.3.3 Record

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the Contract, the Contractor will record on the daily Contractor Quality Control (CQC) report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days.

If the number of actual adverse weather delay days exceeds the number of days anticipated in Subparagraph: Baseline for Monthly Weather Time Evaluations above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the CONTRACT CLAUSE entitled DEFAULT (FIXED PRICE CONSTRUCTION).

1.4 DAMAGE TO WORK (CESWG)

The responsibility for damage to any part of the permanent work shall be as set forth in the CONTRACT CLAUSE entitled PERMITS AND RESPONSIBILITIES.

However, if in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for these repairs will be made at the applicable Contract unit or lump sum price as fixed and established in this Contract. If, in the opinion of the Contracting Officer, there are no Contract unit or lump sum prices applicable to any part of this work an equitable adjustment pursuant to the CONTRACT CLAUSE entitled CHANGES of this Contract, will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable Contract unit or lump sum prices. Except as herein provided, damage to all work, including temporary construction;

utilities; materials; equipment; and plant shall be repaired and approved at the Contractor's expense regardless of the cause of this damage.

1.5 CERTIFICATES OF COMPLIANCE (CESWG)

Certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in three copies. Each certificate shall be signed by an official authorized to certify in behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as

SECTION 01 10 00.00 45 Page 4 relieving the Contractor from furnishing satisfactory material, if after tests are performed on selected samples, the material is found not to meet the specific requirements.

1.6 ENVIRONMENTAL LITIGATION (CESWG)

1.6.1 Suspension of Work

If the performance of all or any part of the work is suspended, delayed, or interrupted due to an order of a court of competent jurisdiction as a result of environmental litigation, as defined below, the Contracting Officer, at the request of the Contractor, shall determine if the order is due in any part to the acts or omissions of the Contractor or a subcontractor at any tier not required by the terms of this Contract. If it is determined that the order is not due in any part to acts or omissions of the Contractor or a subcontractor at any tier other than as required by the terms of this Contract, this suspension, delay, or interruption shall be considered as if ordered by the Contracting Officer in the administration of this Contract under the terms of the CONTRACT CLAUSE entitled SUSPENSION OF WORK. The period of this suspension, delay or interruption shall be considered unreasonable, and an adjustment shall be made for an increase in the cost of performance of this Contract, excluding profit, as provided in that CLAUSE, subject to the provisions thereof.

1.6.1.1 Definition

The term "environmental litigation," as used herein, means a lawsuit alleging that the work will have an adverse effect on the environment or that the Government has not duly considered, either substantively or procedurally, the effect of the work on the environment.

1.7 NATIVE AMERICAN GRAVES PROTECTION (CESWG)

1.7.1 Native American Graves Protection and Repatriation Act

The Native American Graves Protection and Repatriation Act, hereinafter referred to as "the Act," enacted November 16, 1990, (Public Law 101-601, 25 U.S. Code) is applicable to this Contract.

1.7.2 Discovered Items

The Contractor may discover Native American human remains and objects, as defined in the Act, during Contract execution. If remains or items are discovered the Contractor shall immediately cease activity in the area of the discovery and shall immediately notify the Contracting Officer to protect the items discovered in accordance with the Act and before resuming such activity. Fines and penalties for illegal trafficking in Native American human remains and cultural items are as defined in the Act.

1.7.3 Notification of Discovery

Upon receipt of notification of the discovery, the Contracting Officer shall notify the appropriate authorities as required by the Act. The cessation of the activity in the area shall be for a minimum period of 30 days after the Contracting Officer has received certification of receipt of notification from the appropriate authorities, in accordance with the Act.

SECTION 01 10 00.00 45 Page 5

1.7.4 Resuming Activity

The Contractor shall not resume the activity in the area of the discovery until the Contracting Officer has given the Contractor notice that the Contractor may resume the activity.

1.8 CONTRACTING OFFICER SIGNATURE (CESWG)

The Contracting Officer signing this Contract is the Procuring Contracting Officer on this Contract. However, any Contracting Officer assigned to the Galveston or Fort Worth District and Acting within its authority may take formal action on this Contract when a Contract action needs to be taken and the primary Contracting Officer is away from the office.

1.9 TRADE NAMES AND PROPRIETARY ITEMS (CESWG)

The use of trade names or proprietary items is only for specified materials or equipment generally known to and used by the industry that meets minimum requirements in terms of physical characteristics, chemical composition, laboratory test results performance in actual use, or a combination of these as applicable. Other trade names or proprietary items may be substituted if approved equal.

1.10 PAYMENT FOR MATERIALS DELIVERED OFF-SITE (CESWG)

1.10.1 Materials Delivered Off-site

Pursuant to the FAR CLAUSE entitled PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS, materials delivered to the Contractor at locations other than the site of the work may be taken into consideration in making payments if included in payment estimates and if all the conditions of the General Provisions are fulfilled. Payment for items delivered to locations other than the work site will be limited to: (1) Materials required by the TECHNICAL SPECIFICATIONS; or (2) Materials that have been fabricated to the point where they are identifiable to an item of work required under this Contract.

1.10.2 Title to Items

Each payment will be made only after receipt of paid or receipted invoices or invoices with a canceled check showing title to the items by the Prime Contractor and including the value of material and labor incorporated into the item. Payment for materials delivered off-site is limited to those materials necessary to carry out the work specified in the technical sections.

1.11 WORK IN QUARANTINED AREA (CESWG)

The work called for by this Contract involves activities in counties quarantined by the Department of Agriculture to prevent the spread of certain plant pests which may be present in the soil. The Contractor agrees that construction equipment and tools to be moved from Harris County(ies) shall be thoroughly cleaned of soil residues at the construction site with water under pressure and that hand tools shall be thoroughly cleaned by brushing or other methods to remove the soil. In addition, if this Contract involves the identification, shipping, storage, testing, or disposal of soils from these quarantined area(s), the Contractor agrees to comply with the provisions of ER 1110-1-5 - PLANT PEST QUARANTINED AREA AND FOREIGN SOIL SAMPLES and its attachments. The

SECTION 01 10 00.00 45 Page 6

Contractor agrees to assure compliance with this obligation by all subcontractors.

1.12 COORDINATION MEETINGS (CESWG)

The Contractor shall schedule and attend regular coordination meetings with the Government and local sponsor. Meetings shall be scheduled bi-weekly.

Schedule and format of meetings will be determined at the Pre-Construction Conference. Contractor is responsible for preparation and dissemination of meeting minutes.

1.13 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

QUANTITY SURVEYS; G

Surveys of work for any periods for which progress payments are requested.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 10 00.00 45 Page 7

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Clearing, Grubbing, and Removal of Debris

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Stripping

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Detention Basin Outfall Structures

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 Weir Structure

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 Connecting Structure

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.7 Storm Drainage Structures

1.1.7.1 (AM#1)Payment

1.1.7.2 Unit of Measure

1.1.8 Cutten Basin Weir Modification

1.1.8.1 Payment

1.1.8.2 Unit of Measure

1.1.9 Turfing

1.1.9.1 Payment

1.1.9.2 Measurement

1.1.10 Detention Basin Access Ramps

1.1.10.1 Payment

1.1.10.2 Measurement

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Detention Basin Excavation

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.2 Channel Excavation

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.3 Blanket Stone

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 Riprap (40 to 640 lbs)

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

SECTION 01 22 00.10 Page 1

1.2.5 Channel Compacted Fill

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 (AM#1) Channel Paving

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 22 00.10 Page 2

SECTION 01 22 00.10

MEASUREMENT AND PAYMENT

AMENDMENT NO. 0001

06/14

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

Payment items for the work of this Contract for which Contract lump sum payments will be made are listed in the BID SCHEDULE as "JOB" and specified below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing plant, labor, materials, and equipment, and performing any associated Contractor Quality Control, administrative requirements, environmental protection, meeting safety requirements, tests and reports, and for performing the work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

Payment will be made for costs associated with "Mobilization and Demobilization", in Schedule No. 1 as defined in the SECTION 00 72 00 CONTRACT CLAUSES, Paragraph: PAYMENT FOR MOBILIZATION AND DEMOBILIZATION.

Payment for costs in connection with the equipment necessary to perform the work, to include transportation and other costs incidental to delivery of the equipment to the general work area in condition ready for operation, and after completion of the work for removal of the equipment from the work site.

1.1.1.2 Unit of Measure

Unit of measure: Job.

1.1.2 Clearing, Grubbing, and Removal of Debris

1.1.2.1 Payment

Payment for clearing, grubbing, and removal of debris for detention basin construction will be made at the Contract Job price for "Clearing, Grubbing, and Removal of Debris", in Schedule No. 1, which will include equipment, labor, and material to perform the work specified herein.

1.1.2.2 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00.10 Page 3

1.1.3 Stripping

1.1.3.1 Payment

Payment for Stripping will be made at the Contract Job price for "Detention Basin Stripping", in Schedule No. 1 and "Channel Stripping" in the Option, which will include equipment, labor, and material to perform the work specified herein.

1.1.3.2 Unit of Measure

Unit of measure: Job.

1.1.4 Detention Basin Outfall Structures

1.1.4.1 Payment

Payment for construction of the outfall structure will be made at the Contract Job price for "Detention Basin Outfall Structures", in Schedule No. 1which will include labor, equipment, and material to complete the work associated with the the construction of the detention basin outfall structure including pipe, concrete, bedding, riprap, blanket stone, excavation, backfill, concrete collars, flap gates, pipe end protection,and other incidentals in connection with construction of the outfall structures for the existing north cell outfall structure and the south cell outfall structure.

1.1.4.2 Unit of Measure

Unit of measure: Job.

1.1.5 Weir Structure

1.1.5.1 Payment

(AM#1) Payment for construction of the weir structure will be made at the Contract Job price for "Weir Structure", in Schedule No. 1 which will include labor, equipment, and material to complete the work associated with the construction of the weir structure including concrete, bedding, channel excavation, structural excavation, backfill, rebar, blanket stone, riprap, and other incidentals in connection with construction of the weir structure.

1.1.5.2 Unit of Measure

Unit of measure: Job

1.1.6 Connecting Structure

1.1.6.1 Payment

Payment for construction of the Connecting structures will be made at the Contract Job price for "Connecting Structure", in Schedule No.