W912HY20B0014 AMEND 0003 SAMBeta.pdf

W45VAK91984711

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

Project Title: Rehabilitate Clodine Ditch, BuffaloBayou and Tributaries Flood Control Project, Harris County, Texas, Hub-zone Small Business Set Aside.

The purpose of this amendment is as follow ing:

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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 W912HY20B0014

X 9B. DATED (SEE ITEM 11)

30-Jan-2020

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

20-Feb-2020

CODE

CONTRACTING DIVISION

2000 FT. POINT RD.

GALVESTON TX 77550

W912HY 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HY19B0014

A0003-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W912HY19B0014, BUFFALO BAYOU AND TRIBUTARIES, TEXAS BARKER DAM IN HARRIS COUNTY, TEXAS, CLODINE DITCH REHABILITATION

STATION 72+50 TO STATION 91+00 are hereby amended as follows:

a) Changes by narrative

(1) SECTION 00 21 00, INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS – The following have been modified:

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: Byron P. Smith Address: 1011 Hwy 6 South, Suite 1010, Houston Tx., 77077 Telephone: 281-752-2607 or 832-723-5196

(End of Provision)

b) 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 73 00.00 45, SPECIAL CONTRACT REQUIREMENTS, STANDARD – The enclosed SECTION 00 73 00.00 45 entitled SPECIAL CONTRACT REQUIREMENTS, STANDARD supersedes that issued with this Solicitation

(3) 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

(4) SECTION 01 50 00.00 45, TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS – The enclosed SECTION 01 50 00.00 45 entitled TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS supersedes that issued with this Solicitation

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

(6) SECTION 32 92 00.00 45, TURF – The enclosed SECTION 32 92 00.00 45 entitled TURF supersedes that issued with this Solicitation

a) Drawings.

(1) DRAWING NO. G-002 - The enclosed Drawing G-002, supersedes that issued with this Solicitation

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

07 Encls:

1. SECTION 00 11 00.00 45, BID SCHEDULE

2. SECTION 00 73 00.00 45, SPECIAL CONTRACT REQUIREMENTS, STANDARD

3. SECTION 01 22 00.10, MEASUREMENT AND PAYMENT

4. SECTION 01 50 00.00 45, TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

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

6. SECTION 32 92 00.00 45, TURF

7. DRAWING NO. G-002

SWG FILE NO.: HSC 402-278 SOLICITATION NO.: W912HY20B0014

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 11 00.00 45

BID SCHEDULE AMENDMENT No. 0003

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1 AM#3

-- End of Section Table of Contents --

DOCUMENT 00 11 00.00 45 Page 1

AMENDMENT NO. 0003 TO ACCOMPANY SOLICITATION W912HY20B0014

THIS PAGE INTENTIONALLY LEFT BLANK

DOCUMENT 00 11 00.00 45 Page 2

DOCUMENT 00 11 00.00 45

BID SCHEDULE

AMENDMENT No. 0003

PART 1 GENERAL

1.1 BID SCHEDULE

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.1 Schedule No. 1 AM#3

Item No. Description Estimated Quantity

Unit Unit Price Estimated Amount

SCHEDULE NO. 1

0001 Mobilization and Demobilization 1 JOB SUM $___________

0002 Excavation Common

6,000 CY $_________ $___________

0003 Compacted Fill

21,000 CY $_________ $___________

0004 Stripping

1 JOB SUM $___________

0005 Articulating Concrete Block 125,000

SF

0006 Geotextile 15,300

SY

0007 Storm Drains

1 JOB SUM $___________

0008 Turf

1 JOB SUM $___________

0009 Care of Water 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.

DOCUMENT 00 11 00.00 45 Page 3

-- End of Document --

DOCUMENT 00 11 00.00 45 Page 4

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 73 00.00 45

SPECIAL CONTRACT REQUIREMENTS, STANDARD AMENDMENT NO. 0003

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) (FAR

52.211-10)AM#3

1.2 LIQUIDATED DAMAGES - CONSTRUCTION (SEP 2000) (FAR 52.211-12)

1.3 PHYSICAL DATA (APR 1984) (FAR 52.236-4)

1.4 QUANTITY SURVEYS (APR 1984) (FAR 52.236-16)

1.5 LIABILITY (APR 1984) (FAR 28.307-2)

1.6 BASIS FOR SETTLEMENT OF PROPOSALS (MAR 1995) (UAI 52.249-5000)

1.7 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE(UAI 31.105-101

MAR 1995)

1.8 CFR PART 126 HUBZONE PROGRAM - SUBPART G - CONTRACT PERFORMANCE

REQUIREMENT

1.9 (SCR-S-102) CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR

PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS (April 2011)

1.10 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984) (52.236-1)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

DOCUMENT 00 73 00.00 45 Page 1

DOCUMENT 00 73 00.00 45 Page 2

DOCUMENT 00 73 00.00 45

SPECIAL CONTRACT REQUIREMENTS, STANDARD

AMENDMENT NO. 0003

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) (FAR

52.211-10) AM#3

The Contractor shall be required to:

(a) Commence work under this contract within 10 calendar days after the date the Contractor receives the Notice to Proceed;

(b) Prosecute the work diligently, and

(c) Complete the entire work ready for use not later than 210 calendar days after the date the Contractor receives the Notice to Proceed.

The time stated for completion shall include final cleanup of the premises.

1.2 LIQUIDATED DAMAGES - CONSTRUCTION (SEP 2000) (FAR 52.211-12)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $ 2,180.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

1.3 PHYSICAL DATA (APR 1984) (FAR 52.236-4)

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys, and core borings

(b) Transportation Facilities. The immediate vicinity is served by railroad, IH-10, State Highway 6, and Noble Road.

1.4 QUANTITY SURVEYS (APR 1984) (FAR 52.236-16)

(a) 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.

(b) The Government shall conduct the original and final surveys and

DOCUMENT 00 73 00.00 45 Page 3 make the computations based on them. The Contractor shall conduct the surveys for any periods for which progress payments are requested and make the computations based on these surveys. All surveys conducted by the Contractor shall be conducted under the direction of the Contracting Officer, unless the Contracting Officer waives this requirement in a specific instance.

(c) Promptly upon completing a survey, the Contractor shall furnish the originals of all field notes and all 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 all such material furnished to the Contracting Officer.

1.5 LIABILITY (APR 1984) (FAR 28.307-2)

(a) Workers' compensation and employer's liability. Contractors are required to comply with applicable Federal and State workers' compensation and occupational disease statutes. If occupational diseases are not compensable under those statutes, they shall be covered under the employer's liability section of the insurance policy, except when contract operations are so commingled with a contractor's commercial operations that it would not be practical to require this coverage. Employer's liability coverage of at least $100,000 shall be required, except in States with exclusive or monopolistic funds that do not permit workers' compensation to be written by private carriers. (See 28.305(c) for treatment of contracts subject to the Defense Base Act.)

(b) General liability.

(1) The contracting officer shall require bodily injury liability insurance coverage written on the comprehensive form of policy of at least $500,000 per occurrence.

(2) Property damage liability insurance shall be required only in special circumstances as determined by the agency.

(c) Automobile liability. The contracting officer shall require automobile liability insurance written on the comprehensive form of policy. The policy shall provide for bodily injury and property damage liability covering the operation of all automobiles used in connection with performing the contract. Policies covering automobiles operated in the United States shall provide coverage of at least $200,000 per person and $500,000 per occurrence for bodily injury and $20,000 per occurrence for property damage. The amount of liability coverage on other policies shall be commensurate with any legal requirements of the locality and sufficient to meet normal and customary claims.

1.6 BASIS FOR SETTLEMENT OF PROPOSALS (MAR 1995) (UAI 52.249-5000)

Actual costs will be used to determine equipment costs for a settlement proposal submitted on the total cost basis under FAR 49.206-2(b). In evaluating a terminations settlement proposal using the total cost basis, the following principals will be applied to determine allowable equipment costs:

(1) Actual costs for each piece of equipment, or groups of

DOCUMENT 00 73 00.00 45 Page 4 similar serial or series equipment, need not be available in the Contractor's accounting records to determine total actual equipment costs.

(2) If equipment costs have been allocated to a contract using predetermined rates, those charges will be adjusted to actual costs.

(3) Recorded job costs adjusted for unallowable expenses will be used to determine equipment operating expenses.

(4) Ownership costs (depreciation) will be determined using the Contractor's depreciation schedule (subject to the provisions of

FAR 31.205.11)

(5) License, taxes, storage, and insurance costs are normally recovered as an indirect expense and unless the Contractor charges these costs directly to contracts, they will be recovered through the indirect expense rate.

1.7 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE(UAI 31.105-101 MAR

1995)

(a) This special contract requirement does not apply to terminations.

See 52.249-5000, Basis for Settlement of Proposals, and FAR Part 49.

(b) Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the con-tractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of EP 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region VI. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36, Rental Costs. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the SAT, the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

DOCUMENT 00 73 00.00 45 Page 5

NOTE: A copy of EP 1110-1-8, "CONSTRUCTION EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE," is available at the following website:

http://www.publications.usace.army.mil/USACEPublications/EngineerPamphlets.aspx

1.8 CFR PART 126 HUBZONE PROGRAM - SUBPART G - CONTRACT PERFORMANCE

REQUIREMENT

Sec. 126.700 What are the performance of work requirements for HUBZone contracts?

(a) A prime contractor receiving an award as a qualified HUBZone SBC must meet the performance of work requirements set forth in Sec.

125.6(c) of this chapter.

(b) In addition to the requirements set forth in Sec. 125.6(c), one or more qualified HUBZone SBCs must spend at least 50 percent of the cost of the contract incurred for personnel on its own employees or employees of other qualified HUBZone SBCs.

(1) A qualified HUBZone SBC prime contractor receiving a HUBZone contract for general construction may meet this requirement itself by expending at least 50 percent of the cost of the contract incurred for personnel on its employees or it may subcontract at least 35 percent of the cost of the contract performance incurred for personnel to one or more qualified HUBZone SBCs. A qualified HUBZone SBC prime contractor may not, however, subcontract more than 50 percent of the cost of the contract incurred for personnel to non-qualified HUBZone SBCs.

(2) A qualified HUBZone SBC prime contractor receiving a HUBZone contract for specialty construction may meet this requirement itself by expending at least 50 percent of the cost of the contract incurred for personnel on its employees or it may subcontract at least 25 percent of the cost of the contract performance incurred for personnel to one or more qualified HUBZone SBCs. A qualified HUBZone SBC prime contractor may not, however, subcontract more than 50 percent of the cost of the contract incurred for personnel to non-qualified HUBZone SBCs.

(c) A contracting officer may waive the 50 percent requirement set forth in paragraph (b) of this section for a particular procurement after determining that at least two qualified HUBZone SBCs cannot meet the requirement. Where a waiver is granted, the qualified HUBZone SBC prime contractor must still meet the performance of work requirements set forth in Sec. 125.6(c) of this chapter.

(70 FR 51250, Aug. 30, 2005)

NOTE: THIS ACQUISITION IS CONSIDERED GENERAL CONSTRUCTION

1.9 (SCR-S-102) CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR

PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS (April 2011)

The contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Davis-Bacon Act as stated in FAR 52.222-8, PAYROLLS AND BASIC RECORDS and FAR 52.222-13, COMPLIANCE

WITH DAVIS-BACON AND RELATED ACT REGULATIONS.

DOCUMENT 00 73 00.00 45 Page 6

If the contractor elects to use an electronic Davis-Bacon payroll processing system, then the contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with Davis-Bacon and related Act regulations.

When the contractor uses an electronic Davis-Bacon payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. If the contractor chooses to use an electronic Davis-Bacon payroll system, then the contractor shall obtain and provide electronic system access to the Government, as required to comply with the Davis-Bacon and related Act regulations over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.

The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria: commercially available; compliant with appropriate Davis Bacon Act payroll provisions in the FAR; able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract; capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records (format at http://rms.usace.army.mil/) for export in an Excel spreadsheet to be imported into the contractor's Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll data to the Government's Resident Management System (RMS); demonstrated security of data and data entry rights; ability to produce contractor-certified electronic versions of weekly payroll data;

ability to identify erroneous entries and track the data/time of all versions of the certified Davis Bacon payrolls submitted to the government over the life of the contract; capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic Davis-Bacon payroll processing system shall be provided to the Government during contract closeout.

All contractor-incurred costs related to the contractor's provision and use of an electronic payroll processing service shall be included in the contractor's price for the overall work under the contract. The costs for Davis-Bacon Act compliance using electronic payroll processing services shall not be a separately bid/proposed or reimbursed item under this contract.

1.10 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984) (52.236-1)

The Contractor shall perform on the site, and with its own organization, work equivalent to at least 35 percent of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government.

DOCUMENT 00 73 00.00 45 Page 7

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Document --

DOCUMENT 00 73 00.00 45 Page 8

DIVISION 01 - GENERAL REQUIREMENTS

ECTION 01 22 00.10

MEASUREMENT AND PAYMENT AMENDMENT NO. 0003

PART 1 GENERAL

1.1 LUMP SUM (JOB) PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Stripping

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Storm Drains

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Turf

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 Care of Water AM#3

1.1.5.1 Payment

1.1.5.1.1 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Excavation, Common

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measurement

1.2.2 Compacted Fill

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.3 Articulating Concrete Blocks

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 Geotextile

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 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 1

SECTION 01 22 00.10 Page 2

ECTION 01 22 00.10

MEASUREMENT AND PAYMENT

AMENDMENT NO. 0003

PART 1 GENERAL

1.1 LUMP SUM (JOB) 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 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, are 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 constitutes 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 all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

The Contract price for "Mobilization and Demobilization" will include the costs in connection with mobilization and demobilization of the plant necessary to perform work under the various bid items. The Contract price shall include transportation and other costs incidental to delivery of the plant and other equipment to the general work area in condition ready for operation and, after the completion of the work, for removal of the plant and equipment from the work site(s). Payment for mobilization and demobilization will be pursuant to the conditions as defined in the

SECTION 00 72 00 CONTRACT CLAUSES.

1.1.1.2 Unit of Measure

Unit of measure: Job.

1.1.2 Stripping

1.1.2.1 Payment

Payment for stripping will be made at the Contract lump sum price for "Stripping"in Schedule No. 1 which will include the costs of materials, labor, and equipment necessary to complete the work as specified.

1.1.2.2 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00.10 Page 3

1.1.3 Storm Drains

1.1.3.1 Payment

Payment for the work necessary to install storm drains will be made at the Contract lump sum price for "Storm Drains" in Schedule No. 1 which will include the cost of materials, labor, and equipment necessary to install storm drains as specified, to include bedding and concrete for storm drains.

1.1.3.2 Unit of Measure

Unit of measure: Job.

1.1.4 Turf

1.1.4.1 Payment

Payment for the work necessary to establish turf will be made at the Contract lump sum price for "Turf" in Schedule No. 1 which will include the cost of materials, labor, and equipment necessary to establish turf as specified.

1.1.4.2 Unit of Measure

Unit of measure: Job.

1. 1. 5 Car e of Wat er AM#3

1. 1. 5. 1 Payment

Payment f or car e of wat er wi l l be made at t he Cont r act Lump Sum pr i ce f or " Car e of Wat er " i n Schedul e No. 1, whi ch wi l l i ncl ude equi pment , l abor , and mat er i al r equi r ed t o do per manent wor ks i n t he dr y and cost of dr ai nage, di ver si on of st r eam f l ow, cof f er dammi ng, pumpi ng, pi pi ng, and any ot her t empor ar y wor ks r equi r ed t o dewat er , dr ai n, and mai nt ai n t he wor k ar eas f r ee of wat er .

1. 1. 5. 1. 1 Uni t of Measur e

Uni t of Measur e: Job

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work in this Contract on which the Contract unit price payments will be made are listed in the BID SCHEDULE and specified below. The unit price and payment made for each item listed constitutes full compensation for furnishing all 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 all work required for each of the unit price items.

1.2.1 Excavation, Common

1.2.1.1 Payment

Payment for excavation will be made at the Contract unit price for "Excavation, Common" in Schedule No.1 which will include the costs of

SECTION 01 22 00.10 Page 4 materials, labor and equipment necessary to complete the work as specified, including the cost for the disposal of excavated material.

1.2.1.2 Measurement

Excavation, Common, in Schedule No. 1 will be measured by the cubic yard of material excavated after stripping and before ACB and rirap are installed.

1.2.1.3 Unit of Measurement

Unit of measure: cubic yard.

1.2.2 Compacted Fill

1.2.2.1 Payment

Payment for compacted fill will be made at the Contract unit price for "Compacted Fill" in Schedule No. 1, which will include the costs of materials, labor, and equipment necessary to complete the work as specified.

1.2.2.2 Measurement

Compacted fill in Schedule No. 1 will be measured by the cubic yard of material placed after stripping and before ACB and rirap are installed.

1.2.2.3 Unit of Measure

Unit of measure: cubic yard.

1.2.3 Articulating Concrete Blocks

1.2.3.1 Payment

Payment for articulating concrete blocks will be made at the Contract unit price for "Articulating Concrtete Blocks" in Schedule No. 1, which will include, excavations for anchor trenches, relocating existing riprap to upstream end, any incidental grading and preparatory work, all costs for materials, labor, and equipment necessary to complete the work as specified.

1.2.3.2 Measurement

Articulating concrete block in Schedule No.1 will be measured by the square foot of block satisfactorily placed for the limits indicated and as specified and will include embedded blocks.

1.2.3.3 Unit of Measure

Unit of measure: Square Foot.

1.2.4 Geotextile

1.2.4.1 Payment

Payment for geotextile will be made at the Contract unit price for "Geotextile" in Schedule No. 1, which will include the costs of materials, labor, and equipment necessary to complete the work as specified.

SECTION 01 22 00.10 Page 5

1.2.4.2 Measurement

Geotextile in Schedule No. 1 will be measured by the square yard of geotextile placed as specified. The measurement will include the overlapping and turn downs of geotextile that is required per plans or specifications. Geotextile that is discarded or not installed shall not be measure for payment.

1.2.4.3 Unit of Measure

Unit of measure: Square Yard

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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SECTION 01 22 00.10 Page 6

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 00.00 45

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS AMENDMENT NO. 0003

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CONSTRUCTION SITE PLAN

1.4 WORKING HOURS

1.5 ACCESS AND COORDINATION

1.5.1 Existing Governemtn Contractor AM#3

1.6 HURRICANE CONDITION OF READINESS

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

2.1.2 Construction Project and Safety Signs

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

2.2.1.1 Haul Roads Within the Project Right-of-Way

2.2.2 Barricades

2.2.3 Fencing

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

3.2 TEMPORARY BULLETIN BOARD

3.3 AVAILABILITY AND USE OF UTILITY SERVICES

3.3.1 Sanitation

3.4 TRAFFIC PROVISIONS

3.4.1 Maintenance of Traffic

3.4.2 Protection of Traffic

3.4.3 Dust Control

3.5 CONTRACTOR'S TEMPORARY FACILITIES

3.5.1 Safety

3.5.2 Administrative Field Offices

3.5.3 Storage Area

3.5.4 Supplemental Storage Area

3.5.5 Appearance of Trailers

3.5.6 Maintenance of Storage Area

3.5.7 Security Provisions

3.5.8 Weather Protection of Temporary Facilities and Stored Materials

3.5.8.1 Building and Site Storm Protection

3.6 PLANT COMMUNICATION

3.7 TEMPORARY PROJECT SAFETY FENCING

3.8 CLEANUP

3.9 RESTORATION OF STORAGE AREA

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SECTION 01 50 00.00 45 Page 2

SECTION 01 50 00.00 45

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

AMENDMENT NO. 0003

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2015) Manual on Uniform Traffic Control Devices

1.2 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-01 Preconstruction Submittals

Construction Site Plan ; G Traffic control plan ; G

Within 3 calendar days after award, prepare and submit for approval.

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a Construction Site Plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage areas (on-site and off-site)), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

Unless otherwise directed, limit the staging and stockpile areas to the project right-of-way shown. The Contractor will be responsible for permits or easements necessary for staging or the stockpile areas outside the project right-of-way.

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1.4 WORKING HOURS

Limit working hours from 6:30 AM to 7:00 PM, 6 days a week. No work will be accomplished on Federal holidays or Sundays without written approval.

Requests for work during restricted times need to be submitted a minimum of 5 calendar days in advance.

1.5 ACCESS AND COORDINATION

The site is located at Barker Dam in Harris County, Texas. The Contractor shall coordinate site visits and access with the Addicks and Barker Project Office and the Addicks and Barker Resident Office. Coordinate site visits and access with Mr. Brandon Smolinsky 409-320-3958.

1.5.1 Exi st i ng Gover nemt n Cont r act or AM#3

An exi st i ng Gover nment Cont r act or i s wor ki ng near t he s i t e and may be ut i l i z i ng Nobl e Road. The Cont r act or f or Cl odi ne Di t ch shal l coor di nat e const r uct i on act i v i t i es and schedul es f or use wi t h t he exi st i ng Gover nment Cont r act or . The use of Nobl e Road wi l l not be avai l abl e unt i l t he exi st i ng Cont r act or has r est or ed Nobl e Road. Once t he exi st i ng Gover nement Cont r act or i s f i ni shed wi t h use of Nobl e Road, t he Cl odi ne Di t ch Cont r act or shal l document t he condi t i on of t he r oad wi t h v i deo pr i or t o use of t he r oad and shal l r est or e t he r oad t o pr evi ous condi t i ons once compl et ed wi t h haul i ng mat er i al s f r om t he bor r ow ar ea.

1.6 HURRICANE CONDITION OF READINESS

Unless directed otherwise, comply with:

a. Condition FOUR (Sustained winds of 50 knots or greater expected within 72 hours): Normal daily jobsite cleanup and good housekeeping practices. Collect and store in piles or containers scrap lumber, waste material, and rubbish for removal and disposal at the close of each work day. Maintain the construction site including storage areas, free of accumulation of debris. Stack form lumber in neat piles less than 4 feet high. Remove all debris, trash, or objects that could become missile hazards. Contact Contracting Officer for Condition of Readiness (COR) updates and completion of required actions.

b. Condition THREE (Sustained winds of 50 knots or greater expected within 48 hours): Maintain "Condition FOUR" requirements and commence securing operations necessary for "Condition ONE" which cannot be completed within 18 hours. Cease all routine activities which might interfere with securing operations. Commence securing and stow all gear and portable equipment. Make preparations for securing buildings. Review requirements pertaining to "Condition TWO" and continue action as necessary to attain "Condition THREE" readiness.

Contact Contracting Officer for weather and COR updates and completion of required actions.

c. Condition TWO (Sustained winds of 50 knots or greater expected within 24 hours): Curtail or cease routine activities until securing operation is complete. Reinforce or remove form work and scaffolding. Secure machinery, tools, equipment, materials, or remove

SECTION 01 50 00.00 45 Page 4 from the jobsite. Expend every effort to clear all missile hazards and loose equipment from general base areas. Contact Contracting Officer for weather and Condition of Readiness (COR) updates and completion of required actions.

d. Condition ONE. (Sustained winds of 50 knots or greater expected within 12 hours): Secure the jobsite, and leave Government premises.

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

Immediately upon beginning work, provide in accordance with USACE EM 385-1-1 , a weatherproof glass-covered bulletin board not less than 36 by 48 inches in size and having not less than two hinged or sliding glazed doors with provisions for locking for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the Contract, Wage Rate Information poster, and other information approved by the Contracting Officer.

The posters specified above, can be obtained from the

2.1.2 Construction Project and Safety Signs

The requirements for the signs, their content, and locations are as specified in SECTION 01 58 13.01 45 PROJECT IDENTIFICATION. Erect signs within 15 days after receipt of the notice to proceed. Correct the data required by the safety sign daily, with light colored metallic or non-metallic numerals.

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

Construct access and haul roads necessary for proper prosecution of the work under this Contract. Construct with suitable grades and widths;

sharp curves, blind corners, and dangerous cross traffic are be avoided.

Provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control, although optional, will be adequate to ensure safe operation at all times.

Location, grade, width, and alignment of construction and hauling roads are subject to approval by the Contracting Officer. Lighting will be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations.

2.2.1.1 Haul Roads Within the Project Right-of-Way

Access to the work area within the right-of-way will be discussed at the Preconstruction Meeting. Coordinate with the Contracting Officer access for each project site. The use of construction equipment on the dam ds is to be limited to no more than 3/4-ton vehicles or less unless otherwise approved. The Contractor is to be responsible for repairs needed to any roads on Government property during the construction process.

2.2.2 Barricades

Erect and maintain temporary barricades to limit public access to

SECTION 01 50 00.00 45 Page 5 hazardous areas. Whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic barricades will be required. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

2.2.3 Fencing

Provide fencing along the construction site at all open excavations and tunnels to control access by unauthorized people. The safety fencing will be a high visibility orange colored, high density polyethylene grid or approved equal, a minimum of 48 inches high and maximum mesh size of 2 inches, supported and tightly secured to steel posts located on maximum 10 foot centers, constructed at the approved location. Install fencing to be able to restrain a force of at least 250 pounds against it.

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

Contractor employees will park privately owned vehicles in an area designated by the Contracting Officer. This area will be within reasonable walking distance of the construction site. Contractor employee parking will not interfere with existing and established parking requirements of the Government Facility. Before entering a Government Facility, Contractor employees are to show a valid driver's license and proof of insurance.

3.2 TEMPORARY BULLETIN BOARD

Locate the bulletin board at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer.

3.3 AVAILABILITY AND USE OF UTILITY SERVICES

Provide temporary utilities required for construction. Materials may be new or used, will be adequate for the required usage, not create unsafe conditions, and not violate applicable codes and standards.

Utilities will not be furnished by the Government.

3.3.1 Sanitation

Provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer and periodically empty wastes into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility. Obtain approval from the system owner prior to discharge into any municipal, district, or commercial sanitary sewer system. Any penalties or fines associated with improper discharge will be the responsibility of the Contractor.

Coordinate with the Contracting Officer and follow station regulations and procedures when discharging into the station sanitary sewer system.

Maintain these conveniences at all times without nuisance. Include provisions for pest control and elimination of odors. Government toilet facilities will not be available to Contractor's personnel.

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3.4 TRAFFIC PROVISIONS

3.4.1 Maintenance of Traffic

a. Conduct operations in a manner that will not close any thoroughfare or interfere in any way with traffic on railways or highways except with written permission of the Contracting Officer at least 15 calendar days prior to the proposed modification date, and provide a Traffic Control Plan detailing the proposed controls to traffic movement for approval. The plan will be in accordance with State and local regulations and the MUTCD, Part VI. Make all notifications and obtain any permits required for modification to traffic movements outside the Government jurisdiction. Contractor may move oversized and slow-moving vehicles to the worksite provided requirements of the highway authority have been met.

b. Conduct work so as to minimize obstruction of traffic, and maintain traffic on at least half of the roadway width at all times. Obtain approval from the Contracting Officer prior to starting any activity that will obstruct traffic.

c. Provide, erect, and maintain, at contractors expense, lights, barriers, signals, passageways, detours, and other items, that may be required by the Life Safety Signage, overhead protection authority having jurisdiction.

3.4.2 Protection of Traffic

Maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment the work, and the erection and maintenance of adequate warning, danger, and direction signs, will be as required by the State and local authorities having jurisdiction. Protect the traveling public from damage to person and property. Minimize the interference with public traffic on roads selected for hauling material to and from the site. Investigate the adequacy of existing roads and their allowable load limit. Contractor is responsible for the repair of any damage to roads caused by construction operations.

3.4.3 Dust Control

Dust control methods and procedures will be approved by the Contracting Officer. Treat dust abatement on access roads with applications of calcium chloride, water sprinklers, or similar methods or treatments as approved.

Dust abatement is to permit observation of objects on the roadway at a minimum distance of 300 feet.

3.5 CONTRACTOR'S TEMPORARY FACILITIES

3.5.1 Safety

Protect the integrity of any installed safety systems or personnel safety devices. If entrance into systems serving safety devices is required, the Contractor will obtain prior approval from the Contracting Officer. If it is temporarily necessary to remove or disable personnel safety devices in

SECTION 01 50 00.00 45 Page 7 order to accomplish contract requirements, provide alternative means of protection prior to removing or disabling any permanently installed safety devices or equipment and obtain approval from the Contracting Officer.

3.5.2 Administrative Field Offices

Provide and maintain administrative field office facilities within the construction area at an approved site.

3.5.3 Storage Area

Construct a temporary 6 foot high chain link fence around trailers and materials. Include plastic strip inserts, colored green, so that visibility through the fence is obstructed. Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Do not place or store Trailers, materials, or equipment outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the Contracting Officer away from the vicinity of the construction site but within the facility boundaries. Trailers, equipment, or materials will not be open to public view with the exception of those items which are in support of ongoing work on any given day. Do not stockpile materials outside the fence in preparation for the next day's work. Park mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment within the fenced area at the end of each work day.

3.5.4 Supplemental Storage Area

Upon Contractor's request, the Contracting Officer will designate another or supplemental area for the Contractor's use and storage of trailers, equipment, and materials. This area may not be in close proximity to the construction site but will be within the facility boundaries. Fencing of materials or equipment will not be required at this site; however, the Contractor is responsible for cleanliness and orderliness of the area used and for the security of material or equipment stored in this area.

Utilities will not be provided to this area by the Government.

3.5.5 Appearance of Trailers

a. Trailers utilized by the Contractor for administrative or material storage purposes are to present a clean and neat exterior appearance and be in a state of good repair. Trailers which, in the opinion of the Contracting Officer, require exterior painting or maintenance will not be allowed on facility property.

3.5.6 Maintenance of Storage Area

Keep fencing in a state of good repair and proper alignment. Grassed or unpaved areas, which are not established roadways, will be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways, should the Contractor elect to traverse them with construction equipment or other vehicles; gravel gradation will be at the Contractor's discretion. Mow and maintain grass located within the boundaries of the construction site for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers will be edged or trimmed neatly.

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3.5.7 Security Provisions

Provide adequate outside security lighting at the Contractor's temporary facilities. The Contractor will be responsible for the security of its own equipment; in addition, the Contractor will notify the appropriate law enforcement agency requesting periodic security checks of the temporary project field office.

3.5.8 Weather Protection of Temporary Facilities and Stored Materials

Take necessary precautions to ensure that roof openings and other critical openings in the building are monitored carefully. Take immediate actions required to seal off such openings when rain or other detrimental weather is imminent, and at the end of each workday. Ensure that the openings are completely sealed off to protect materials and equipment in the building from damage.

3.5.8.1 Building and Site Storm Protection

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property.

Precautions will include, but are not limited to, closing openings;

removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property.

3.6 PLANT COMMUNICATION

Whenever the Contractor has the individual elements of its plant so located that operation by normal voice between these elements is not satisfactory, the Contractor will install a satisfactory means of communication, such as telephone or other suitable devices and made available for use by Government personnel.

3.7 TEMPORARY PROJECT SAFETY FENCING

As soon as practicable, but not later than 15 days after the date established for commencement of work, furnish and erect temporary project safety fencing at the work site. Maintain the safety fencing during the life of the contract and, upon completion and acceptance of the work, will become the property of the Contractor and be removed from the work site.

3.8 CLEANUP

Remove construction debris, waste materials, packaging material and the like from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways will be cleaned away. Store any salvageable materials resulting from demolition activities within the fenced area described above or at the supplemental storage area. Neatly stack stored materials not in trailers, whether new or salvaged.

3.9 RESTORATION OF STORAGE AREA

Upon completion of the project remove the bulletin board, signs, barricades, haulroads, and any other temporary products from the site.

After removal of trailers, materials, and equipment from within the fenced area, remove the fence that will become the property of the Contractor.

Restore to the original or better condition, areas used by the Contractor

SECTION 01 50 00.00 45 Page 9 for the storage of equipment or material, or other use.