AMD-0003_W912HY20B0002.pdf

PDF 557 KB Posted

Attached to
Houston Ship Channel (HSC) Placement Area 6 Containment Dike Raise.
Solicitation number
W912HY20B0002
Issued by

About this file

This document package includes a solicitation and related measurement and payment file for a federal construction contract. The solicitation seeks a contractor to perform improvements to the Houston Ship Channel Cedar Bayou Placement Area 6 containment dike in Chambers County, Texas. Schedule 1 involves excavating approximately 110,000 cubic yards of material to raise the dike, along with stripping and turfing. Option 1 includes demolishing and replacing an outfall structure. The measurement and payment file specifies lump sum and unit price items and provides instructions for progress payments. Responses are due February 24, 2020 with an estimated March 2020 award. The contract is a fixed-price design-bid-build and is set aside for full and open competition with a NAICS code of 237990 and $39.5 million size standard. The Army Corps of Engineers Galveston District is the contracting agency.

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

W45VAK92897584 475465

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 purpose of this amendment is to revised Section 01 22 00.10, paragraph 1.2.1.3 from "linear foot" to read "cubic yard."

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 20-Feb-2020

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 W912HY20B0002

X 9B. DATED (SEE ITEM 11)

23-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

21-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:

W912HY20B0002

A0002-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W912HY20B0002, HOUSTON SHIP CHANNEL CEDAR

BAYOU PA 6 CONTAINMENT DIKE RAISE IN CHAMBERS COUNTY, TEXAS, are hereby amended as follows:

a) Specifications.

(1) 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.

b) Drawings.

(1) None

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

01 Encls:

1. SECTION 01 22 00.10, MEASUREMENT AND PAYMENT

SWG file No.: HSC 403-76 Solicitation No.: W912HY20B0002

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.10

MEASUREMENT AND PAYMENT AMENDMENT NO. 0003

PART 1 GENERAL

1.1 LUMP SUM (JOB) PAYMENT ITEMS

1.1.1 Turfing

1.1.2 Mobilization and Demobilization

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Clearing, Grubbing, and Removal of Debris AM#2

1.1.3.1 Payment AM#2

1.1.3.2 Unit of Measure

1.1.4 Stripping

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 Final Construction Survey

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 Demolition of Existing Drop-Oulet StructureAM#2

1.1.6.1 Payment AM#2

1.1.6.2 Unit of Measure

1.1.7 Construction of New Drop-Outlet StructureAM#2

1.1.7.1 Payment AM#2

1.1.7.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Semi-Compacted Containment Dike Raise AM#2

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure AM#3

1.2.2 Dewatering AM#2

1.2.2.1 Payment AM#2

1.2.2.2 Monthly Partial Payment

1.2.2.3 Measurement

1.2.2.4 Electronic Positioning

1.2.2.5 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

AMENDMENT NO.: 0003 TO ACCOMPANY SOLICITATION W912HY20B0002

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 22 00.10 Page 2

SECTION 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, turfing, 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 Turfing

1.1.1.2 Payment

Payment for "Turfing" in Schedule No. 1, will be made for costs associated with equipment, labor, material, time, and any other work in connection therewith.

1.1.2 Mobilization and Demobilization

1.1.2.1 Payment

Payment will be made for costs associated with "Mobilization and Demobilization", as defined in the SECTION 00 72 00 CONTRACT CLAUSES.

Payment for costs in connection with the plant necessary to perform the work, to 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 completion of the work for removal of the plant and equipment from the work site.

1.1.2.2 Unit of Measure

Unit of measure: Job.

1.1.3 Clearing, Grubbing, and Removal of Debris AM#2

1.1.3.1 Payment AM#2

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

SECTION 01 22 00.10 Page 3

1.1.3.2 Unit of Measure

Unit of measure: Job.

1.1.4 Stripping

1.1.4.1 Payment

Payment for stripping will be made at the Contract lump sum price for "Stripping" in Option No. 1, which will include equipment, labor, and material to perform the work specified herein.

1.1.4.2 Unit of Measure

Unit of measure: Job.

1.1.5 Final Construction Survey

1.1.5.1 Payment

Payment for "Final Construction Survey" in Option No. 1, will be made for costs associated with collecting, processing, and providing the surveys, topographic line drawings to include contour mapping and accompanying data for the final lines and grades following completion in an approved digital format (ASCII .xyz file or LIDAR .las file), which will include all equipment, labor, and material required for its completion.

Means and methods of collection are up to the Contractor, but specifications require at least 1 point per 10 square foot with vertical and horizontal accuracy of 0.13 feet. The survey will cover the area designated for the containment dike raise. The data will be submitted to Contracting officer for verification and records prior to payment.

1.1.5.2 Unit of Measure

Unit of measure: Job.

1.1.6 Demolition of Existing Drop-Oulet Structure AM#2

1.1.6.1 Payment AM#2

Payment for "Demolition of Existing Drop-Outlet Structure" in Schedule No.

1, will be made for costs associated with materials, labor and equipment for demolishing the drop-outlet structure, removing and disposing the remnants to an approved offsite location, and will include, but is not limited to, removal of structural members, footings, walkway, grading, excavation required for its removal, trimming the foundation piles, and any other work in connection therewith , t o i ncl ude any r emoval , r epl acement , and r est or at i on of ear t hwor k needed t o r ebui l d l evees t o or i gi nal condi t i on. .

1.1.6.2 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00.10 Page 4

1.1.7 Construction of New Drop-Outlet Structure AM#2

1.1.7.1 Payment AM#2

Payment for "Construction of New Drop-Outlet Structure Including Erosion Control Splash Pad" in Schedule No. 1, will be made for costs associated with materials, labor, and equipment for fabrication and installation of a new drop-outlet structure, which will include but is not limited to, foundation piles, painting, concrete footings, grating, walkway and support piers, sheet piling, handrails, stone for scour protection at pipe outfall, associated earthwork, and any other work in connection therewith , t o i ncl ude what ever ear t hwor k i s necessar y and needed t o r ebui l d and r est or e l evee sl opes and condi t i ons ar ound pl acement of new st r uct ur e. .

1.1.7.2 Unit of Measure

Unit of measure: 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 Semi-Compacted Containment Dike Raise AM#2

1.2.1.1 Payment

Payment for "Semi-Compacted Containment Dike Raise" in Option No. 1, will be made for costs associated with raising the containment dikes and will include excavation, hauling, placing, and semi-compaction of impervious fill, and any other work in connection therewith.

1.2.1.2 Measurement

The total quantity of material for which payment is to be made will be the neat-line volumes of in-place quantity between the pre-construction ground surface after clearing/grubbing and stripping as determined by survey and the grade and slope of the final raised or repaired dike cross sections constructed as specified in SECTION 35 41 00.01 45 EMBANKMENT CONSTRUCTION. In the case of the dike repairs the excavated eroded areas will constitute the ground surface. The theoretical quantity will be calculated by the average end-area method. No allowance will be made for material outside the required slope lines unless authorized.

1.2.1.3 Unit of Measure AM#3

Unit of measure: cubi c yar ds

1.2.2 Dewatering AM#2

1.2.2.1 Payment AM#2

Payment will be made for costs associated with the work for "Dewatering"

SECTION 01 22 00.10 Page 5 in Schedule No. 1, which will include all costs in connection with the respective work to include excavating, hauling, placement of the excavated materials as shown or directed by the Contracting Officer, maintaining the trenches to function at all times during construction in each pay item until completion and final acceptance of the work. No payment wi l l be made f or such st ockpi l i ng nor f or t he r el oadi ng and haul i ng of t hi s mat er i al t o i t s f i nal posi t i on i n t he cont ai nment di ke.

1.2.2.2 Monthly Partial Payment

Monthly partial payment will be based on approximate quantities determined by surveying. Furnish with each partial pay request a color-coded graphic to show what areas have been requested for payment up to and including the current month, and what areas have been accepted by the Contracting Officer. Submit plotted electronic (PDF) copies of the surveyed work on a plan view to substantiate the partial pay request

1.2.2.3 Measurement

Trenches will be measured along the centerline of each trench, by means of surveys taken after work is complete. Measurement will be the whole foot rounded up from 0.5 foot increment.

1.2.2.4 Electronic Positioning

The control points shown are the horizontal and vertical control points the Contractor will use to perform electronic surveys. The Government does not guarantee permanent access to these control points, therefore, it may be necessary for the Contractor to establish its own network of survey points from these survey points or from other U.S. Coast and Geodetic Survey (USCGS) monuments.

1.2.2.5 Unit of Measure

Unit of measure: linear foot.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 22 00.10 Page 6

B3 Amendment 0003 Revise Section 01 22 00.10
Amend 0003 page-2
01 22 00.10
01 22 00.10 - MEASUREMENT AND PAYMENT AMENDMENT NO. 0003
01 22 00.10 - MEASUREMENT AND PAYMENT
PART 1 GENERAL
1.1 LUMP SUM JOB PAYMENT ITEMS
1.1.1 Turfing
1.1.2 Mobilization and Demobilization
1.1.2.1 Payment
1.1.2.2 Unit of Measure
1.1.3 Clearing, Grubbing, and Removal of Debris AM#2
1.1.3.1 Payment AM#2
1.1.3.2 Unit of Measure
1.1.4 Stripping
1.1.4.1 Payment
1.1.4.2 Unit of Measure
1.1.5 Final Construction Survey
1.1.5.1 Payment
1.1.5.2 Unit of Measure
1.1.6 Demolition of Existing Drop-Oulet StructureAM#2
1.1.6.1 Payment AM#2
1.1.6.2 Unit of Measure
1.1.7 Construction of New Drop-Outlet StructureAM#2
1.1.7.1 Payment AM#2
1.1.7.2 Unit of Measure
1.2 UNIT PRICE PAYMENT ITEMS
1.2.1 Semi-Compacted Containment Dike Raise AM#2
1.2.1.1 Payment
1.2.1.2 Measurement
1.2.1.3 Unit of Measure AM#3
1.2.2 Dewatering AM#2
1.2.2.1 Payment AM#2
1.2.2.2 Monthly Partial Payment
1.2.2.3 Measurement
1.2.2.4 Electronic Positioning
1.2.2.5 Unit of Measure
PART 2 PRODUCTS Not Used
PART 3 EXECUTION Not Used

File details come from the government source that posted it. Updated .