Revised_Bid_Schedule.pdf

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Attached to
EWP - Streambank Stabilization - Lamar County, Texas Federal contract opportunity
Solicitation number
AG-SPEC-S-16-0037
Issued by
Department of Agriculture National Resources Conservation Service Headquarters

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Revised Bid Schedule

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Other files for this federal contract opportunity

Other files attached to EWP - Streambank Stabilization - Lamar County, Texas, newest first.
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Site_Showing_Sign-in_sheet.pdf PDF
Amendment_001_-_SF_30.pdf PDF
Lamar_County_EWP_Sites_Showing_Notes.pdf PDF
Lamar_Co_EWP_Drawings_07-28-2016.pdf PDF
Lamar_Co_EWP_Specs_07-28-2016.pdf PDF
SF_1442_-_Solicitation_-_clauses_and_provisions_-_Lamar_Co.pdf PDF
Construction_Wage_Rate_TX160114.txt TXT text file

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Text version

Solicitation No. AG-SPEC-S-16-0037

Updated thru FAC 2005-89 eff 7/14/16 Page 4 of 38

PART I – THE SCHEDULE

B - SUPPLIES OR SERVICES AND PRICES

This solicitation requires bidding on all line items, failure to do so will disqualify the bid.

LAMAR COUNTY EMERGENCY WATERSHED PROTECTION

TIMBER HEADWALL, SAND-CEMENT BAG, AND ROCK RIPRAP INSTALLATION

ITEM: WORK OR MATERIAL: SPEC: QUANITY: UNIT: UNIT

PRICE: SUBTOTAL:

1 Mobilization and Demobilization 8, 9 1 LS $ XXXXX $

2 Rock Riprap, Sites 1-02, 1-03, 1-05, 1-07,1-08, 1-09

5, 7, 61, 94, 95

750* TON $ $

3 Timber Headwall, Site 1-01 5, 7, 13, 83,94, 95

1 LS $ XXXXX $

4 Timber Headwall, Site 1-02 5, 7, 13, 83, 94, 95

1 LS $ XXXXX $

5 Cement Bag Riprap, Site 1-04 5, 7, 94, 95, 432

1151* SF $ $

6 Timber Headwall, Site 1-05 5, 7, 13, 83,94, 95

1 LS $ XXXXX $

7 Timber Headwall, Site 1-06 5, 7, 13, 83,94, 95

1 LS $ XXXXX $

8 Timber Headwall, Site 1-07 5, 7, 13, 83,94, 95

1 LS $ XXXXX $

9 Timber Headwall, Site 1-08 5, 7, 13, 83,94, 95

1 LS $ XXXXX $

10 Timber Headwall, Site 1-09 5, 7, 13, 83,94, 95

1 LS $ XXXXX $

11 Timber Headwall, Site 3-01 5, 7, 13, 83,94, 95

1 LS $ XXXXX $

12 Timber Headwall, Site 4-02 5, 7, 13, 83,94, 95

1 LS $ XXXXX $

Solicitation No. AG-SPEC-S-16-0037

Updated thru FAC 2005-89 eff 7/14/16 Page 5 of 38

13 Site Preparation, Class A 1, 7, 11, 21, 23, 1 EA $ $

14 Site Preparation, Class B 1, 7, 11, 21, 23, 3 EA $ $

15 Site Preparation, Class C 1, 7, 11, 21, 23, 4 EA $ $

16 Site Preparation, Class D 1, 7,11, 21, 23, 2 EA $ $

17 Site Preparation, Class G 1, 7, 11, 21, 23, 1 EA $ $

TOTAL = $

52.211-18 Variation in Estimated Quantity. (Apr 1984) If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract.

Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgement of the Contracting Officer, is justified. (End of clause)

Quantities marked with an * above are estimated quantities and the clause FAR 52.211-18, 52.211-18 Variation in Estimated Quantity, applies.

ONE AWARD FOR THE AGGREGATE OF ALL ITEMS WILL BE MADE AS A RESULT OF THIS

SOLICITATION

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