IFB0005-12-Amend 1-Hattiesburg.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

PAGE

OF PAGES

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE

DATE

7-19-12

4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO.

(If applicable) Forrest County EWP

6. ISSUED BY CODE

USDA, Natural Resources Conservation Service Suite 1321, Federal Building 100 West Capitol Street Jackson, MS 39269-1399

7. ADMINISTERED BY CODE

(If other than Item 6)

8. NAME AND ADDRESS OF CONTRACTOR

(No., street, county, State and ZIP code)

X

9A. AMENDMENT OF

SOLICITATION NO.

AG-4423-S-12-0005

9B. DATED (SEE ITEM 11)

7-10-12

10A. MODIFICATION OF

CONTRACT/ORDER NO.

CODE FACILITY CODE 10B. DATED (SEE ITEM 13)

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 Offers ___ is extended X_ is not extended. Offerors 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 1 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 data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR43.103(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.)

CONSTRUCTION SPECIFICATIONS

- Replace page (61-5) of CS 61, Rock Riprap, with the attached page (61-5).

- Add CS 251, Construction Access Roads, pages (1-4).

All other terms and conditions remain the same.

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)

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print) Verlene M. Ratliff Contracting Officer

15B. CONTRACTOR/OFFEROR

15C. DATE

SIGNED

16B. UNITED STATES OF AMERICA

BY

16C. DATE SIGNED

(signature of person authorized to sign)

(Signature of Contracting Officer)

NSN 7501-01-152-8070 30-105 STANDARD FORM 30 (REV. 10-83)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

FAR (48 CFR) 53.243

CS 61. ROCK RIPRAP, Cont'd

EWP: City of Hattiesburg, MS

Project: Lagoon 8 & 9 and City Park 2

NRCS-MS-SDU (61-5) 2-25-2010

(7) A random spot check of rock riprap weight tickets may be made.

The Contractor shall furnish the Engineer a spot check weight ticket measured to the nearest 0.1 ton from Mississippi State Bureau of Weights and Measures certified scale. The scale shall be nearest or most convenient to the construction site and the Engineer shall be present during the weighing for the spot check.

Variation of the weights shown on the delivery tickets from that of the spot check weights in excess of 1.0 percent shall have adjustments made up or down in all delivery tickets from the previous spot check.

(8) There is no storage area within the work limits of the sites. Rock riprap shall be delivered to the site at the rate it is placed by equipment or shall be stored in a rock box. Rock riprap shall not be temporarily stored or dumped onto the ground surface. The rock riprap shall be contained in a manner so as to prevent spillage of rock throughout the Contractor’s operations.

(9) All rocks and spalls greater than 3 inches in diameter which have become buried shall be removed. Cleanup operations shall be performed in a timely manner to prevent burial of rock.

(10) Measurement and payment will be made by Method 5 except geotextile will be paid under Bid Item, “Geotextile”. Payment will constitute full payment for related subsidiary items, “Structure Removal”, “Pollution Control”, “Traffic Control”, “Removal of Water”, “Excavation, Common”, “Earthfill, Class C”, and “Construction Access Road”.

NRCS-MS-SDS (251-1) 7-9-04

CONSTRUCTION SPECIFICATION

251. CONSTRUCTION ACCESS ROADS

1. SCOPE

The work shall consist of furnishing all materials and building and maintaining the designated construction access roads including traffic control devices, clearing, excavation, earthfill, surfacing, and drain crossing.

2. LOCATION

The location of access roads needed for construction is identified on the drawings. Rights-of-way have been obtained for these construction access roads. If approved by the Contracting Officer, the Contractor may select additional routes; however, the obtaining of land rights for additional routes shall be the sole responsibility of the Contractor.

3. MATERIALS

Pipe shall meet the requirements of ASTM A 760-88, Standard Specification for Corrugated Steel Pipe, Metallic-Coated for Sewers and Drains.

The gage of the pipe shall be determined from Height-of-Cover Tables for Corrugated Steel Conduits in Handbook of Steel Drainage and Highway Construction Products published by the American Iron and Steel Institute using an H 20 live load and the height of fill for the pipe.

Surfacing material shall conform to the requirements specified in Section 9 of this specification.

4. TYPE OF ROAD

The construction access road shall be a temporary type road sufficient in size and load carrying capacity to convey construction equipment and supplies from public roads through the adjacent property to the construction site. The road shall be excavated, filled and surfaced (if specified) to the typical section shown on the drawings. The road shall be built and maintained in a manner that will provide access of vehicular traffic during the construction season. Satisfactory drainage along the location of the construction roads shall be provided to prevent ponding of water on the adjacent land. The construction access road shall be left in a neat, smooth, trafficable condition after construction has been completed.

5. ROAD CONSTRUCTION

The access road shall be cleared within the right-of-way limit as required for construction. The limits of the areas to be cleared will be marked by means of stakes, flags, tree markings or other suitable methods. Clearing shall be classified as Class A according to Section 2.0 of Construction Specification 1, Clearing. All materials clearing from the designated areas shall be disposed of by burning within the right-of-way limit. The disposal of cleared material by burning shall be accomplished in accordance with Section 7.0 of Construction Specification 1, Clearing.

Excavation shall be classified as common excavation in accordance with Section 2.0 of Construction Specification 21, Excavation. To the extent they are needed all suitable materials

NRCS-MS-SDS (251-2) 7-9-04

from the excavation shall be used in the construction of the road. The suitability of materials will be determined by the Contracting Officer’s Representative. All surplus or unsuitable material will be designated as waste and shall be disposed of within areas shown on the drawings or specified, or within other areas approved by the Contracting Officer’s Representative.

Foundations for earthfill shall be stripped to remove vegetation and other unsuitable material.

All fill materials, except surfacing, shall be obtained from the required excavation or from within the work limits at locations approved by the Contracting Officer’s Representative. Surfacing material shall be obtained specification. Earthfill and surfacing material shall be compacted as required to prevent bulking or dilatancy of the materials under the action of the hauling or compacting equipment.

6. DRAIN CROSSINGS

Culverts or other satisfactory crossings shall be installed at all drains that cross the alignment of the construction access roads. When needed, the Contractor shall install a corrugated metal drain crossing at the entrance of the construction access road into the public road. Culverts shall be installed at a grade that will provide satisfactory drainage, shall have a minimum cover of 1 foot, and unless otherwise allowed by the Contracting Officer’s Representative, shall be left in place after construction operations have been complete.

7. TRAFFIC CONTROL DEVICES

At the entrance of the construction access road into the public road, traffic control devices shall be erected in accordance with the requirements contained in the “Manual of Uniform Traffic Control Devices” published by the U.S. Department of Transportation, Federal Highway Administration. The Contractor shall be responsible for protection, maintenance and replacement, if necessary, of the traffic control devices until construction operations have been completed. Traffic control devices shall be removed prior to final acceptance of the work.

Unless required in Section 9 of this specification, flagmen will not be required.

8. MEASUREMENT AND PAYMENT

Method 1 – For items of work for which specific lump sum prices are established maintaining the access road will be made at the contract lump sum price. Such payment will constitute full compensation for all labor, equipment, materials, supplies, tools and all other items necessary and incidental to the completion of the work including traffic control devices, clearing, excavation, earthfill, surfacing material, and corrugated metal pipes.

NRCS-MS-SDS (251-3) 7-9-04

Method 2 – For items of work for which specific unit prices are established in the contract, the length of the access road will be measured, along the centerline of the road to the nearest foot.

Payment will be made at the contract unit price and shall constitute full compensation for all labor, equipment, materials, supplies, tools and all other items necessary and incidental to the completion of the work.

All Methods – The following provisions apply to all methods of measurement and payment.

Compensation for any item of work described in the contract but not listed in the bid schedule will be included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in Section 9 of this specification.

EWP City of Hattiesburg Project Lagoons 8 & 9 and City Park Site 2

NRCS-MS-SDS (251-4) 5-11-99

CS 251. CONSTRUCTION ACCESS ROADS, Cont.

9. ITEMS OF WORK AND CONSTRUCTION DETAILS

Items of work to be performed in conformance with this specification and the construction details are:

Subsidiary Item, Construction Access Road

(1) This item shall consist of constructing and maintaining the construction access road.

(2) The construction access road shall be constructed along the approximate alignment as shown on the drawings.

(3) Corrugated metal pipe (if needed) shall be Class II, Series A or B, and Shape 1 or 3.

(4) A warning sign shall be placed adjacent to each lane of the public road approximately 1500 feet in advance of entrance of the construction access road. The signs shall be 48” x 48” diamond shaped having a black legend and orange background. The signs shall state “Trucks Entering Highway.” They shall be erected before construction commences and removed when heavy equipment will no longer be leaving or entering the site.

(5) No separate payment will be made for construction of the access road. Compensation will be considered as included in the payment for Rock Riprap.