Revised_Bid_Schedule.pdf
PDF 41 KB Posted
- Attached to
- EWP - Streambank Stabilization - Lamar County, Texas Federal contract opportunity
- Solicitation number
- AG-SPEC-S-16-0037
About this file
Revised Bid Schedule
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| BIDOPENINGRESULTS.pdf | ||
| Geotextile_Material_Spec_592_Jan_2014.pdf | ||
| Site_Showing_Sign-in_sheet.pdf | ||
| Amendment_001_-_SF_30.pdf | ||
| Lamar_County_EWP_Sites_Showing_Notes.pdf | ||
| Lamar_Co_EWP_Drawings_07-28-2016.pdf | ||
| Lamar_Co_EWP_Specs_07-28-2016.pdf | ||
| SF_1442_-_Solicitation_-_clauses_and_provisions_-_Lamar_Co.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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