Revised_Section_B.pdf

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.

KAY COUNTY EWP, OKLAHOMA

ITEM SCHEDULE OF ITEMS SPEC.

QUANTITY UNIT UNIT AMOUNT

NO. SUPPLIES/SERVICES NO. PRICE

Bender Road - Deer Creek Streambank Stabilization

1 Mobilization 200E XXX LS

2 Rock Riprap, Installed* 262E 1,253 TONS

3 Riprap Bedding, Installed* 262E 157 TONS

4 Crusher Run* 262E 50 TONS

5 Debris Removal 264E XXX LS

Coleman Road - Bois d'Arc Creek Bridge Abutment

6 Mobilization 200E XXX LS

7 Rock Riprap, Installed* 262E 478 TONS

8 Riprap Bedding, Installed* 262E 85 TONS

9 Crusher Run* 262E 25 TONS

10 Debris Removal 264E XXX LS

Furguson Avenue - Bois d'Arc Creek Bridge Abutments

11 Mobilization 200E XXX LS

12 Rock Riprap, Installed* 262E 1,013 TONS

13 Riprap Bedding, Installed* 262E 277 TONS

14 Crusher Run* 262E 50 TONS

15 Debris Removal 264E XXX LS

O Street Streambank Stabilization

16 Mobilization 200E XXX LS

17 Rock Riprap, Installed* 262E 1,165 TONS

18 Riprap Bedding, Installed* 262E 247 TONS

19 Crusher Run* 262E 20 TONS

20 Debris Removal 264E XXX LS

Amendment 0001 AG-SPEC-S-16-0005

P Street Lost Creek Bridge Abutments Stabilization

21 Mobilization 200E XXX LS

22 Rock Riprap, Installed* 262E 694 TONS

23 Riprap Bedding, Installed* 262E 116 TONS

24 Crusher Run* 262E 20 TONS

25 Debris Removal 264E XXX LS

Pecan Road south of Coleman Ave. - Bridge Headwall Stabilization

26 Mobilization 200E XXX LS

27 Rock Riprap, Installed* 262E 240 TONS

28 Riprap Bedding, Installed* 262E 30 TONS

29 Crusher Run* 262E 20 TONS

30 Debris Removal 264E XXX LS

T Street Duck Creek Bridge Abutment Stabilization #1

31 Mobilization 200E XXX LS

32 Rock Riprap, Installed* 262E 564 TONS

33 Riprap Bedding, Installed* 262E 103 TONS

34 Crusher Run* 262E 50 TONS

35 Debris Removal 264E XXX LS

T Street Duck Creek Bridge Abutment Stabilization #2

36 Mobilization 200E XXX LS

37 Rock Riprap, Installed* 262E 1,854 TONS

38 Riprap Bedding, Installed* 262E 411 TONS

39 Crusher Run* 262E 50 TONS

40 Debris Removal 264E XXX LS

Union Street - Spring Creek Bridge Abutments

41 Mobilization 200E XXX LS

42 Rock Riprap, Installed* 262E 858 TONS

43 Riprap Bedding, Installed* 262E 246 TONS

44 Crusher Run* 262E 50 TONS

45 Debris Removal 264E XXX LS

TOTAL

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

SOLICITATION

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

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.