W912BV-16-T-0139-0002.pdf
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- Attached to
- Prefabricated Concrete Vault Toilets Federal contract opportunity
- Solicitation number
- W912BV-16-T-0139
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Amendment 0002
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| File | Type | Posted |
|---|---|---|
| W912BV-16-T-0139-0001.pdf | ||
| W912BV-16-T-0139_Kaw_Lake_Prefabricated_Concrete_Vault_Toilets.pdf |
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
To revise Statement of Work (Specifications) and Bid Schedule, and extend Bidder's Inquiry and Solicitation close dates.
1. CONTRACT ID CODE PAGE OF PAGES
1 5
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 19-Aug-2016
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912BV-16-T-0139
X 9B. DATED (SEE ITEM 11)
04-Aug-2016
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.
Offer 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 Items 8 and 15, and returning 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 telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
19-Aug-2016
CODE
CONTRACTING DIV
USACE, TULSA 1645 S 101 E AVE
TULSA OK 74128-4609
W912BV 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912BV-16-T-0139
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION A - SOLICITATION/CONTRACT FORM
The required response date/time has changed from 23-Aug-2016 02:00 PM to 30-Aug-2016 02:00 PM.
SECTION B - SUPPLIES OR SERVICES AND PRICES
The following have been added by full text:
BIDDER'S INQUIRY
INQUIRIES – OFFEROR’S QUESTIONS AND COMMENTS
USE OF BIDDER’S INQUIRY
Prospective offerors shall submit questions and inquiries related to this solicitation in accordance with the following (no other means of questions or inquiries will be answered except through Bidder Inquiry):
a. For information related to amendments, and the dates set for receipt of proposals, please check http://www.fedbizopps.gov
b. Contractual and Technical inquiries and questions relating to proposal procedures are to be submitted via Bidder Inquiry in ProjNet at https://www.projnet.org/projnet.
1. To submit and review bid inquiry items, offerors will need to be a current registered user or self-register into the system. To self-register go to the aforementioned web page and click on the BID tab. Select Bidder Inquiry, select agency USACE, and enter the Bidder Inquiry Key for this solicitation listed below, your e-mail address, and then click login. Fill in all required information and click create user. Verify that information on next screen is correct and click continue.
2. From this page you may view all bidder inquiries or add an inquiry.
3. Bidders will receive an acknowledgement of their question via e-mail, followed by an answer to their question after it has been processed.
4. The Solicitation Number is: W912BV-16-T-0139
The Bidder Inquiry Key is: MWCU52-F7VZJE
c. The Bidder Inquiry System will be unavailable for new inquiries after 2:00 PM CST, August 24, 2016, in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation, if necessary.
d. Offerors are requested to review the specification in its entirety, and review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.
e. The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.
f. Offers will NOT be publicly opened. Information concerning the status of the evaluation and/or award will NOT be available after receipt of proposals.
g. The point of contact for this solicitation is:
Contract Specialist: Ron Seibel Telephone: 918-669-4318 E-MAIL: Ron.Seibel@usace.army.mil
PRICING SCHEDULE
BID SCHEDULE (Rev1)
TWO CXT DOUBLE CASCADIAN W/ CHASE DOUBLE VAULT TOILETS
OR EQUAL
KAW LAKE, OKLAHOMA
Unit Total
Description Quantity Unit Price Amount
CXT Double Cascadian Toilet or Equal with Delivery and Installation 2 EA $ $
Chase Option with Delivery and Installation 2 EA $ $
Solar Light Kit Option with Delivery and Installation 2 EA $ $
Solar Fan Kit Option with Delivery and Installation 2 EA $ $
Marine Package Option with Delivery and Installation 2 EA $ $
Conduit Junction Box Option with Delivery and Installation 2 EA $ $
Total (ALL) $
The following have been deleted:
BIDDERS INQUIRY
PRICING SCHEDULE
SECTION C - DESCRIPTIONS AND SPECIFICATIONS
The following have been added by full text:
STATEMENT OF WORK
CXT Double Cascadian with Chase Double Vault or equal to: X 2 Base Package: CXT Double Cascadian, Double Vault or equivalent. Vault toilet will be prefabricated off‐site with high strength, precast 5,000 psi concrete designed to A.D.A.
standards. Walls will be steel‐reinforced 4’’ concrete and the roof and floors 5’’ steel‐ reinforced concrete. This structure should be strong enough to withstand the effects of a category E earthquake, withstand the effects of 150 mile per hour (3‐second gust) and a 350 pound per square foot snow load. Standard features to include two ABS lined concrete vaults, board and bat upper and lap siding lower textured walls (color Java Brown), simulated cedar shake textured roof (color Evergreen). This toilet will be double‐sided with separate access doors with privacy latch and ADA handle to serve both men and women. Stool riser will meet ADA standards and grab bars will be 18 gauge, type 304 stainless steel with 1‐1/2’’ clearance. Grab bars will be able to withstand 300 pound top loading. All steel will be primed and painted. There will be insect screen on or attached to the louver. Windows and cleanout cover frames will be constructed from steel.
Options: Chase option, Marine Package for extra corrosion resistance. Solar Light Kit.
Solar Fan Kit and Conduit Junction Box.
Delivery and installation will be completed no more than 120 days following the award of the contract. All excavation, installation, backfill, compaction, final connections and cleanup are to be completed by contractor.
Excavation and Elevation. USACE will locate exiting utilities. Comply with all applicable OSHA Standards for excavation, excavate to a depth that will allow the structure site to be free draining after installation is completed. Finish floor elevation will be 4‐6 inches above natural grade measured at the front entrance of the exterior slab unless otherwise approved. No excavation will be left open more than seven days unless otherwise approved. All excavations left open overnight will be fenced with wire mesh or plastic mesh fence secured to steel post around the perimeter of the excavation.
Backfill and Compaction. Natural ground at the bottom of the vault excavation will be compacted with a minimum of three passes with a whacker‐type mechanical compactor or equivalent. Compact leveling course with one pass with a whacker‐type mechanical compactor or equivalent. After setting vault into place check for level or appropriate scope and backfill around structure using excavated material for backfill, no rocks larger than six inches in maximum dimension will be placed within six inches of the exterior vault walls. Fill adjacent to the building entry will have excavated material placed in eight inch loose lifts and compacted with a minimum of two passes with a whacker‐type mechanical compactor or equivalent.
Finish Grading. Spread excess material from the vault around structure, final grade should be flush with top of the front slab. Areas disturbed by excavation, backfilling and stockpiling of excavated materials will be hand raked to remove exposed rocks over one inch in maximum dimension. Oversized rocks will be removed and disposed of in a designated area.
Safety Requirements. The contractor shall comply with the Corps of Engineers Safety and Health Requirements Manual, EM 385‐1‐1 dated 30 November 2014 and all applicable Federal, State, and local safety codes and practices. It is the contractor’s responsibility to insure public safety during the entire duration of the contract.
Note: We are requesting 2 of above Double Vault Toilets with Chase Ship to Address:
Vault 1: Washunga Bay PUA, 100 Washunga Bay Rd, Kaw City, OK Vault 2: Osage Cove PUA, 580 Osage Cove Park Rd, Ponca City, OK Coordination of Work. All deliveries shall be coordinated through the Kaw Lake Office, 580‐762‐5611 POC’s are:
Peat Robinson ext 3611 Dakota Allison ext 3617 Sam Skaggs ext 3614
The following have been deleted:
STATEMENT OF WORK
(End of Summary of Changes)
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