S01 12FPC322Q0011 Amend 0002.pdf

Solicitation Number: 12FPC322Q0011

Updated thru FAC 2022-04 dated January 30, 2022 Page 4 of 43

PART I – THE SCHEDULE

B - SUPPLIES OR SERVICES AND PRICES/COSTS

Peavine Creek EWP Project, Garvin County, Oklahoma

This solicitation requires a price be submitted for all line items, failure to do so will disqualify the quote.

Line Item

Description Spec.

No.

Quantity Unit Unit Price Extended Amount

001 Mobilization 8 1 LS $ XXXX $

002 Riprap Installed 61 *1,427 TN $ $

003 Bedding Installed 61 *296 TN $ $

004 Channel Clearing 4 *1,040 CY $ $

005 Vegetation 6 0.5 AC $ $

TOTAL QUOTE

SUBMITTED BY: DUNS#

COMPANY:

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, Variation in Estimated Quantity, applies.

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

SOLICITATION

Peavine Creek EWP Project Garvin County, Oklahoma Site Visit Notes and Q&A

March 22, 2022

Q1. What type of material for the bedding, is there an approved material?

A1. Answer can be found in Construction Specification 61, Page 61-6, Paragraph b. Bid Item #3, Rip Rap Bedding, Installed

- Size of Bedding is (DMax = 6”), See Table on Page 61-6, Table Provided should have enough information for a Quarry to provide their product that meets those needs.

- For Quality standards, Refer to item 2. of Material Specification 521, Page 521-1

Q2. Regarding the 36” thick Riprap – Rock type 3 it does not specify a size, is this just regular 6-12” Riprap

A2. Answer can be found in Construction Specification 61, Page 61-5, Paragraph a. Bid Item #2, RipRap, Installed

- Size is 18” Rip Rap (Dmax = 36”), See Table on Page 61-5, Table Provided should have enough information for a Quarry to provide their product that meets those needs.

- For Quality Standards, Refer to item 2, Refer to Rock Type 3 of Material Specification 523. Page 523-1

Q3. Will there be any moisture/ Density testing during the project?

A3. For Bid Item #4, Channel Clearing and Shaping there is no requirement for density or moisture. See Page 4-3, Paragraph a. Bid Item 4, Channel shaping

- For Bid Item #5, Vegetation. Requirement for moisture can be found in Construction Specification 6, Page 6-6, Under Paragraph (8)(a).

Q4: Once Vegetation (Mulch Soddding) is in place is there any contractor liability for a lack of establishment or erosion after installation?

A4: No, once the Contracting Officer Representative has certified the completion of Bid Item #5, Vegetation, Mulch Sodding the Operation and Maintenance will be passed to the County Commissioner.

There will be no Obligation to re-vegetate on the contractor after certification.

Q5: Is geotextile required to be place under the riprap bedding?

A5: No, there is not a requirement for geotextile to be placed underneath the riprap bedding. It is not a required material for this project.

Comments from the County Commissioner:

- Commissioner plans to close N3300 Rd. to Local traffic only with in the work limits (work limits shown on Page 2 of 3 on drawings) of this project. The East and West Traffic on E1510 Rd. will remain open.

- Commissioner want debris to be piled on the eastern edge of the work limits in the pasture. This is where the Contracting Officer Representative will direct the contractor to stockpile the debris from Bid item #4 Channel Clearing & Shaping.

- Commissioner will have fence removed (then later replaced) from the east side of the road along the work limits by his staff.

- Commissioner asked to have rock stockpiled on N3300 Rd (as opposed to the edge of the road) with in the work limits.

Site Showing Attendees

Solicitation No.: I 1- ri=: P {!__, 3 7-1-- Q O O 1i Project Name:~. - . \,._ \_ <::: L\o'l' ~.>' r (j) \ /) \ ~ ' vt~~c.-.('\."- ..JU\ , \'Z-CM.,-•~ t--o, --r~ \"-e L,Qe'L,, , f\..

Name/Company

{V\;¥-E ,liv.~G.~<1- W\\t f, CIAv ~k a N ddress

((obL=,4- N' Bv..-tle< ~.

PCA.\.A..l~ Vo.. \l< 0 \e..

(or,t5 N~ ,~/;

MWC1 o/L -t'5tt6

P.a. f3ai g,3 S }i \\"-'"'h-,c... oil- -, \401 G:, fft,v/ S-'I ~~·,,x_ ,. 'S"ot..tb, Email Phone

331--JJB

b/J/ w~'1nJ~ s~ fnerl~)~n )/...S (pl,'!:;'l'J.

S~n" . f"" ~ers G-r"\~C'I\ "'~:,\-. CP1V'

7~ J~o ... ~J.3