S01. Amendment 01 - 12FPC321B0003 0001 Extend Question & Offer Due Dates.pdf
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- Solicitation number
- 12FPC321B0003
About this file
This solicitation and related federal contract opportunity document provide details for a construction project to rehabilitate the Beaver Creek Dam located in Chester County, Pennsylvania. The United States Department of Agriculture Natural Resources Conservation Service is seeking bids for work including armoring the auxiliary spillway exit channel and slopes with roller compacted concrete, replacing the principal spillway riser structure, installing access to existing toe drains and a trench drain, and installing riprap wave protection. Interested contractors must be small businesses registered in the System for Award Management. The solicitation closes March 1, 2021 and has a period of performance of 501 calendar days. The work is on a firm-fixed price basis under NAICS code 237990 with a small business size standard of $39.5M.
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(x)
12FPC321B0003
x x
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 electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
x
FPAC-HQ-APD-TX
Fort Worth TX 76115-3404 501 W. Felix St., Building 23 Fort Worth Federal Center
FPAC BUS CNTR-ACQUISITION DIV-TX
FPAC-HQ-12FPC3
WASHINGTON DC 20250
1400 INDEPENDENCE AVE SW, RM 6801-S
FPAC BUS CNTR-ACQ DIV-OPS BRANCH-SE
01/27/20210001
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning
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
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
FACILITY CODE CODE
10B. DATED (SEE ITEM 13)
10A. MODIFICATION OF CONTRACT/ORDER NO.
9B. DATED (SEE ITEM 11)
9A. AMENDMENT OF SOLICITATION NO.
CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY
PAGE OF PAGES
4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)
1. CONTRACT ID CODE
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
01/20/2021
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.
ORDER NO. IN ITEM 10A.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
Construction of Brandywine Creek PA-433 Beaver Creek Dam Rehabilitation, Chester County
The purpose of this amendment is to extend the offers due date & the suspense date in which interested parties are required to have questions submitted by one week. Additionally, the
Bid Schedule on page 7 of the solicitation is updated to reflect appropriate estimated quantities' indications in accordance with FAR 52.211-18.
As a result of the changes, any questions should be provided in writing to
Javier.Carrillo@usda.gov no later than February 08, 2021, and bids are due no later than
March 01, 2021.
LIST OF CHANGES:
Continued ...
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)
15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED
(Signature of person authorized to sign) (Signature of Contracting Officer)
LAUREEN M. EIPP
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
Previous edition unusable
Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .
ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
NAME OF OFFEROR OR CONTRACTOR
2 2
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
12FPC321B0003/0001
Questions due date : 01-FEB-21 changed to
08-Feb-21
Bids due date : 22-FEB-21 changed to 01-MAR-21
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
Solicitation No. 12FPC321B0003
Updated thru FAC 2020-09 dated Oct 26, 2020 Page 7 of 49
PART I – THE SCHEDULE
BEAVER CREEK DAM REHABILITATION,
CHESTER COUNTY, PENNSYLVANIA
B - SUPPLIES OR SERVICES AND PRICES
This solicitation requires bidding on all line items, failure to do so will disqualify the bid.
Item No.
Supplies/Services Spec.
No.
Quantity Unit Unit Price Amount
Structure Removal
3 1 LS $ $
2 Erosion & Sediment Control 5 1 LS $ $ 3 Construction and Maintenance of
Access Roads
5 1 LS $ $
4 Erosion Control Blanket for Steep Slopes
6 4,000 SY* $ $
5 Surveys 7 1 LS $ $
Mobilization and Demobilization
8 1 LS $ $
7 Protective Fencing 9 1,350 LF* $ $ 8 Dewatering the Construction Site 11 1 LS $ $ 9 Diverting Surface Water 11 1 LS $ $ 10 Excavation, Unclassified 21 23,700 CY* $ $ 11 Rock Trimming 21 100 CY* $ $ 12 Compacting Structure Backfill 23 1 LS $ $ 13 Earthfill, Approved, Class A 23 9,000 CY* $ $ 14 Earthfill, Random, Class C 23 8,000 CY* $ $ 15 Fine Drainfill 24 600 CY* $ $ 16 Coarse Drainfill 24 660 CY* $ $ 17 Type 2A Aggregate 24 40 CY* $ $ 18 No. 57 Aggregate 24 310 CY* $ $ 19 Spreading Topsoil 26 20,100 SY* $ $ 20 Backfill Concrete 31 250 CY* $ $ 21 Reinforced Concrete 31 39 CY* $ $ 22 Steel Reinforcement 34 10,238 LB* $ $ 23 Mobilize and Demobilize Plant for
RCC
36 1 LS $ $
24 Roller Compacted Concrete 36 4,300 CY* $ $ 25 RCC Test Section 36 1 LS $ $ 26 Trench Drain 45 570 LF* $ $ 27 HDPE Solid Drain Pipe, 12-Inch
Diameter
45 50 LF* $ $
28 PVC Perforated Drain Pipe, 6-Inch Diameter
45 380 LF* $ $
Solicitation No. 12FPC321B0003
Updated thru FAC 2020-09 dated Oct 26, 2020 Page 8 of 49
29 PVC Solid Drain Pipe, 6-Inch Diameter
45 260 LF* $ $
30 Loose Rock Riprap 61 600 CY* $ $ 31 Preparation and Cleaning of Rock
Surface
63 2,300 SY* $ $
32 Treatment of Rock Surfaces 63 150 CY* $ $ 33 Reservoir Drain Gate 71 1 EA $ $ 34 8-Inch Valve 71 1 LS $ $ 35 Baffle Structure 81 1 LS $ $ 36 Ladder 81 1 LS $ $ 37 Access Hatch 81 1 LS $ $ 38 Trash Rack 81 1 LS $ $ 39 Aluminum Handrail 81 1 LS $ $ 40 Drain Cleanouts 81 5 EA $ $ 41 Contractor Quality Control 94 1 LS $ $ 42 Field Office 96 1 LS $ $ 43 Stainless Steel Conduit 402 1 LS $ $ 44 Sediment Pool Staff Gage 405 1 LS $ $ 45 Sediment Pool Sensor 405 1 LS $ $ 46 Precast Concrete Endwalls 407 1 EA $ $
TOTAL BID: $
SUBMITTED BY:___________________________________DUNS#____________________
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
| Solicitation - IFB - Construction over SAT updated 12.2020.pdf |
| 52.211-12 -- Liquidated Damages – Construction. (Sept 2000) |
| (a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $698.68 for each calendar day of delay until the work is completed or accepted. |
| 52.211-13 -- Time Extensions. (Sept 2000) |
| 52.204-8 Annual Representations and Certifications (Mar 2020) |
| (a) Definitions. As used in this provision— |
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