Amend-0001_W9126G-16-B-0031.pdf

W45VAK61610304 007140

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

Unrestricted Procurement, Gulf Intracoastal Waterway, Texas Placement Area Nos. 93 and 112B Rehabilitation and Shoreline Protection in Brazoria and Matagorda Counties, Texas is hereby amended as follows:

Continued on Page 2.

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-0031

X 9B. DATED (SEE ITEM 11)

02-Aug-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

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:

22-Aug-2016

M3ODXMAN

Text Box

W9126G-16-B-0031

A0001-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The specifications for Solicitation No. W9126G-16-B-0031, Gulf Intracoastal Waterway, Texas, Placement Area Nos. 93 and 112B, in Brazoria and Matagorda Counties, Texas, Rehabilitation and Shoreline Protection, 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 01 00 10, SUMMARY OF WORK – The enclosed SECTION 00 11 00.00 45, entitled SUMMARY OF WORK, 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.

b) Drawings.

(1) DRAWING NO. S-03 - The enclosed Drawing No. S-03, supersedes that issued with this Request for Proposal.

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

4 Encls:

1. SECTION 00 11 00.00 45, BID SCHEDULE

2. SECTION 01 00 10, SUMMARY OF WORK

3. SECTION 01 22 00.10, MEASUREMENT AND PAYMENT

4. DRAWING NO. S-03

SWG FILE NO.:IWW 1150-1126 SOLICITATION NO.:W9126G-16-B-0031

Document 00 11 00.00 45 Page 1

(TO ACCOMPANY AMENDMENT NO. 0001 TO SOLICITATION NO. W9126G-16-B-0031)

SECTION 00 11 00.00 45

BID SCHEDULE

AMENDMENT NO. 0001

PART 1 GENERAL

1.1 BID SCHEDULE

BID SCHEDULE

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.1 Schedule No. 1

Item No. Description Estimated Quantity

Unit Unit Price Estimated Amount

SCHEDULE NO. 1

0001 Mobilization and Demobilization 1 JOB SUM $___________

0002 Demolition of the Existing Drop-Outlet Structure at PA

1 JOB SUM $___________

0003 Construction of New Drop-Outlet Structure at PA

1 JOB SUM $___________

0004 Rehabilitation of Existing Drop-Outlet Structure at PA 112B

1 JOB SUM $___________

0005 Turfing

1 JOB SUM $___________

0006 Containment Dike Raising at PA 112B to 25 Ft

123,000 C.Y. $_________ $___________

Document 00 11 00.00 45 Page 2

(TO ACCOMPANY AMENDMENT NO. 0001 TO SOLICITATION NO. W9126G-16-B-0031)

Item No. Description Estimated Quantity

Unit Unit Price Estimated Amount

SCHEDULE NO. 1

0007 Training Dike Raising at PA 112B to 25 Ft

12,000

C.Y.

0008 Dewatering at PA

L.F.

0009 ACB Erosion Protection at PA 112B, Sta. 25+25 to Sta. 33+80

0010 ACB Erosion Protection at PA 93, Sta. 84+00 to 19+00

2,058

0011 Embankment Construction at

PA 93

8,000

TOTAL SCHEDULE NO. 1

NOTE: Completion time stated in SECTION 00 73 00.01 45 is for SCHEDULE NO.

1 work.

Document 00 11 00.00 45 Page 3

BID SCHEDULE (CONT'D)

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.2 Option No. 1

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 1

0012 Containment Dike

112B to 27 Ft

81,000

0013 Training Dike

112B to 27 Ft

TOTAL OPTION NO. 1

TOTAL SCHEDULE NO. 1 AND OPTION NO. 1

NOTE: The Government may exercise Option No. 1 by written notice to the Contractor no later than 30 calendar days after the Notice to Proceed. An additional time of 45 calendar days will be added to this contract for completion of Option No. 1. Award of Option No. 1 is contingent upon availability of funds.

Document 00 11 00.00 45 Page 4

1.1.3 Option No. 2

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 2

0014 ACB Erosion Protection at PA 112B, Sta. 8+00 to Sta. 10+70

TOTAL OPTION NO. 2

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1 AND 2

NOTE: The Government may exercise Option No. 2 by written notice to the additional time of 30 calendar days will be added to this contract for completion of Option No. 2. Award of Option No. 2 is contingent upon availability of funds and is mutually exclusive of Option No. 3.

Document 00 11 00.00 45 Page 5

1.1.4 Option No. 3

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 3

0015 Marine Mattresses Erosion

Protection at PA 112B Sta. 8+00 to Sta. 10+70

TOTAL OPTION NO. 3

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1, 2, AND 3

NOTE: The Government may exercise Option No. 3 by written notice to the additional time of 30 calendar days will be added to this contract for completion of Option No. 3. Award of Option No. 3 is contingent upon availability of funds and is mutually exclusive of Option No. 2.

Document 00 11 00.00 45 Page 6

1.2 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.

1.3 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 --

SWG FILE NO. :IWW 1150-1126 SOLICITATION NO.:W9126G-16-B-0031

Section 01 00 10 Page 1

SECTION 01 00 10

SUMMARY OF WORK

AMENDMENT NO. 0001

PART 1 GENERAL

1.1 SITE LOCATION

The work in this Contract shall be performed at Placement Areas 112B and 93 in Matagorda and Brazoria Counties, Texas. The sites are approximately 48 miles apart along the GIWW.

Approximate Coordinate location of each site:

Placement Area 112B Lat. 28^ 36' 19" N Lon. 96^ 10' 14" W

Placement Area 93 Lat. 28^ 51' 41" N Lon. 95^ 28' 59" W

1.2 SUMMARY

1.2.1 Placement Area 112B

1. Raise the containment and training dikes to an elevation of 25 feet NAVD88 with an option to raise the elevation to 27 feet NAVD88.

2. Rehabilitate the existing drop-outlet structure, which includes walkway and cat walk elevation adjustment to elevation 32 feet NAVD88 and other works required.

3. Place articulated concrete block (ACB) matting on the exterior slope of the containment dike between Sta. 25+25 and Sta. 33+80.

4. Options to place ACB matting or marine mattresses on the exterior slope of the containment dike between Sta. 8+00 and Sta. 10+70. Only one of the two options will be exercised.

1.2.2 Placement Area 93

1. Demolish existing drop-outlet structure and effluent pipe. This structure and the pipe shall be removed from the site and become property of the Contractor.

2. Fabricate and install a new drop-outlet structure and new effluent steel pipe.

3. Excavate drainage ditches to ensure the PA is drained continuously through the new drop-outlet structure.

4. Place ACB matting on the exterior slope of the containment dike between Sta. 84+00 to 19+00.

Section 01 00 10 Page 2

(AM#1)5. Embankment Construction to reestablish the containment dike between Sta. 84+00 to Sta. 19+00.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 GENERAL

Project features shall be constructed as shown and specified, and according to manufacturer supplied instructions.

-- End of Section --

Section 01 22 00.10 Page 1

SECTION 01 22 00.10

MEASUREMENT AND PAYMENT

AMENDMENT NO. 0001

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 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

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 sites. Payment for mobilization and demobilization will be pursuant to the conditions of the SECTION 00 72 00

CONTRACT CLAUSES.

1.1.1.2 Unit of Measure

Unit of measure: Job.

1.1.2 Demolition of the Existing Drop-Outlet Structure at PA 93

1.1.2.1 Payment

Payment for "Demolition of the Existing Drop-Outlet Structure at PA 93" 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, which will include removal of structural members, footings, effluent pipes, catwalk, and; grading, excavation required for its removal, trimming the foundation piles when it is necessary, and any other work in connection therewith.

1.1.2.2 Unit of Measure

Section 01 22 00.10 Page 2

Unit of Measure: Job.

1.1.3 Construction of New Drop-Outlet Structure at PA 93

1.1.3.1 Payment

Payment for "Construction of New Drop-Outlet Structure at PA 93" in Schedule No. 1, will be made for costs associated with materials, labor, equipment, for fabrication and installation of a new drop-outlet structure, which will include but is not limited to foundation piles, concrete footings, grading, cat walks, P.V.C. sheet piles, handrails, one steel effluent pipe, associated earth works, and any other work in connection therewith.

1.1.3.2 Unit of Measure

Unit of measure: Job.

1.1.4 Rehabilitation of Existing Drop-Outlet Structure at PA 112B

1.1.4.1 Payment

Payment for "Rehabilitation of Existing Drop-Outlet Structure at PA 112B" in Schedule No. 1, will be made for costs associated with materials, labor, equipment, to rehabilitate the drop-outlet structure, which will include but is not limited to the column extension, replacing the existing gratings, adjust the grating elevation, adjust the cat walk elevation, touch up painting, earth works, and other work in connection therewith.

1.1.4.2 Unit of Measure

Unit of Measure: Job

1.1.5 Turfing

1.1.5.1 Payment

Payment for turfing will be paid at the Contract lump sum price for "Turfing" in Schedule No. 1, which will include all equipment, labor, and material required for turf establishment.

1.1.5.2 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 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 each of the unit price items.

1.2.1 (AM#1)Embankment Construction at PA 93

Section 01 22 00.10 Page 3

1.2.1.1 Payment

Payment for "Embankment Construction at PA 93", in Schedule No. 1, will be made for costs associated with labor, equipment, and materials to reestablish the dike at PA 93 from Sta. 84+00 to Sta. 119+00, elevation 13 feet NAVD88, and includes soil placing, shaping, clearing, grubbing, removal of debris, stripping, compaction, 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 volume quantity between the ground surface, as determined by a survey, and the grade and slope of the final dike cross sections in accordance with the plans and specifications and as determined by survey.

Cross sections used for quantity calculations shall be taken no farther apart then every 100 feet and where a change in section is located. The theoretical quantity shall 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

Unit of Measure: Cubic Yard

1.2.2 Dike Raising

1.2.2.1 Payment

Payment for "Containment Dike Raising at PA 112B to 25 Ft" and "Training Dike Raising at PA 112B to 25 Ft" in Schedule No. 1 will be made for costs associated with, labor and equipment to raise the existing dike at PA 112B to elevation 25 feet NAVD88, and includes soil placing, shaping, clearing, grubbing, removal of debris, stripping, compaction and any other work in connection therewith.

Payment for "Training Dike Raising at PA 112B to 27 Ft" and "Containment Dike Raising at PA 112B to 27 Ft" in Option No. 1 will be made for the additional costs associated with raising the dike at PA 112B from elevation 25 feet to elevation 27 feet NAVD88, and any other work in connection therewith.

1.2.2.2 Measurement

The total quantity of "Dike Raising" material for which payment is to be made will be the neat-line volumes quantity between the ground surface as determined by a survey and the grade and slope of the final raised dike cross sections in accordance with the plans and specifications and as determined by surveys. Cross Section used for quantity calculation shall be taken not farther apart than every 100 feet and where a change in section is located. The theoretical quantity shall be calculated by the average end-area method. No allowance will be made for material outside the required slope lines unless authorized.

1.2.2.3 Unit of Measurement

Unit of measure: cubic yard.

Section 01 22 00.10 Page 4

1.2.3 Dewatering at PA 93

1.2.3.1 Payment

Payment for "Dewatering at PA 93" in Schedule No. 1 will include the costs in connection with the construction of the perimeter and lateral dewatering ditches until completion and final acceptance of the work.

1.2.3.2 Measurement

Dewatering shall be measured along the bottom of the cut by the linear foot, which shall consist of the total linear feet of perimeter and lateral dewatering ditches excavated by the entire work specified and shown.

1.2.3.3 Unit of Measure

Unit of measure: linear foot.

1.2.4 ACB Erosion Protection

1.2.4.1 Payment

Payment for "ACB Erosion Protection at PA 112B, Sta. 25+25 to Sta. 33+80" and "ACB Erosion Protection at PA 93, Sta. 84+00 to Sta. 19+00" in Schedule No. 1 and "ACB Erosion Protection at PA 112B, Sta. 8+00 to Sta. 10+70" in Option No. 2 will be made for costs associated with materials, labor and equipment to fabricate and install articulated concrete block matting, excavation for ACB placement and anchoring, backfill of anchoring ditches, geotextile, clearing, grubbing, removal of debris, stripping, and any other work in connection therewith.

1.2.4.2 Measurement

ACB erosion protection will be measured by linear distance along the containment dike alignment of satisfactorily placed ACB.

1.2.4.3 Unit of Measure

Unit of measure: linear foot.

1.2.5 Marine Mattresses Erosion Protection

1.2.5.1 Payment

Payment for "Marine Mattresses Erosion Protection at PA 112B, Sta. 8+00 to Sta. 10+70" in Option No. 3 will be made for costs associated with materials, labor and equipment to fabricate and install marine mattresses, any necessary excavation for marine mattress installation and anchoring, backfill of anchoring ditches, clearing, grubbing, removal of debris, stripping, and any other work in connection therewith.

1.2.5.2 Measurement

Marine Mattresses erosion protection will be measured by linear distance along the containment dike alignment of satisfactorily placed marine mattresses.

Section 01 22 00.10 Page 5

1.2.5.3 Unit of Measure

Unit of measure: linear foot

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

024-AMD#1_IWW-1150-1126-PLANS