Amendment 1 beaverdam clarks.pdf

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Attached to
Culvert Replacement, Clarks Creek and Beaverdam Bald Roads
Solicitation number
AG-4756-S-12-0031
Issued by

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Amendment 1. Acknowledgement is required. Contains revised Schedules of Items. Bid date is not extended.

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Other files

File Type Posted
Bid Abstract_UploadFBO.pdf PDF
Beaverdam Bald Road Geo Rpt.pdf PDF
Clarks Creek Geo Rpt.pdf PDF
Prebid Sign-in.pdf PDF
Prebid Meeting Notes.pdf PDF
TDOT qual product list clarks cr beaverdam bald.pdf PDF
FSSS beaverdam bald clarks cr.pdf PDF
Submittal Copy AG-4756-S-12-0031.pdf PDF
AG-4756-S-12-0031.pdf PDF
OF-17 bid sticker.pdf PDF
AOP_Construction_dwgs.pdf PDF
SF 24 Bid Bond.pdf PDF
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 3

2. AMENDMENT NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

1 8/1/12 594809

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

USDA Forest Service Cherokee National Forest 2800 N. Ocoee Street Cleveland, TN 37312

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NO.

AG-4756-S-12-0031, Beaverdam Bald/Clarks Creek Culvert Replacements

9B. DATED (SEE ITEM 11)

7/5/2012

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers 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.

(X) 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 original to the issuing office.

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

1. Replace current Schedules of Items with attached Schedules of Items.

2. Geotechnical Reports for both sites are attached (separately).

3. Make the following changes on sheet 2 the drawings:

Replace notes 8, 9, 10, 11, & 12 with: The footing pad foundation option shown on sheet 4 shall be used at both sites.

4. On the drawings, on sheet 14, change the 30 o corner panel angle to 45 o

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

NINA B. BARROW, Contracting Officer 15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

/s/ Nina B. Barrow 8/1/2012

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

NSN 7540-01-152-8070

Previous edition unusable

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

REVISED SCHEDULES OF ITEMS:

Project Name

Bid Item 2: BEAVERDAM BALD

ROAD - BIG OAK COVE CR.

CULVERT

Road No. 24

Item

Number Description Method of

Meas. Unit Quantity Unit Price Total Price

15720 Gravel Blanket, Grade 57 for sediment bag AQ Ton

40.00

15757 Silt fence or sediment tube AQ Foot

380.00

15758 Silt fence with wire backing AQ Foot

220.00

15759 Sediment filter bag, 15' x 15' AQ Each

2.00

20305 Removal of structures and obstructions CQ Lump Sum

1.00

20962 Structure excavation CQ Cubic Yard

130.00

20966

Structural backfill, crushed aggregate, TDOT Grade D, compaction method B AQ Ton

400.00

25102 Placed riprap, class I AQ Ton

25116III Geotextile, TDOT type III AQ Square Yard

60.00

25116IV Geotextile, FP-03 type IV-E AQ Square Yard

135.00

30802

Roadway aggregate, TDOT Grade D compaction method 1(e) AQ Ton

80.00

60101 Concrete for leveling 3,000 psi, method B AQ Cubic Yard

20.00

60360A

19'-5" span, 6'-11" rise, x 22.5'' long, bottomless aluminum box culvert with headwalls, corner panels, & footing pads CONTECH structure no. 44D CQ Lump Sum

62527 Seeding, Fertilizing, and Mulching, Dry Method CQ Acre

0.10

64870 Hand placed streambed channel rock, rock size 6" to 12" CQ Lump Sum

TOTAL, Bid Item 2:

Project Name Bid Item 1: CLARKS CR.

ROAD- SILL BR. CULVERT

Road No. 25

Item Number

Description Method of

Meas. Unit Quantity Unit Price Total Price

15720 Gravel Blanket, Grade 57 for sediment bag AQ Ton

15757 Silt fence or sediment tube AQ Foot

200.00

15758 Silt fence with wire backing AQ Foot

220.00

15759 Sediment filter bag, 15' x 15' AQ Each

2.00

20305 Removal of structures and obstructions CQ Lump Sum

20962 Structure excavation CQ Cubic Yard

210.00

20966 Structural backfill, crushed aggregate, TDOT Grade D, compaction method B AQ Ton

600.00

25102 Placed riprap, class I AQ Ton

90.00

25116III

Geotextile, TDOT type III AQ Square Yard

115.00

25116IV

Geotextile, FP-03 type IV-E AQ Square Yard

135.00

30802 Roadway aggregate, TDOT Grade D compaction method 1(e) AQ Ton

120.00

60101 Concrete for leveling, 3,000 psi, method B AQ Cubic Yard

24.00

60360B 20'-3" span, 8'-5" rise, x 27' long, bottomless aluminum box culvert with headwalls, corner panels,& footing pads, CONTECH structure no. 46D CQ Lump Sum

62527 Seeding, Fertilizing, and Mulching, Dry Method CQ Acre

0.10

64870

Hand placed streambed channel rock, rock size 6" to 12" CQ Lump Sum

TOTAL, Bid Item 1:

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