W912BV21R0008_Amendment 0005.pdf
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- Solicitation number
- W912BV21R0008
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This document contains a solicitation for a construction project and pricing schedule. The solicitation seeks bids to repair Runway 17C/35C and associated taxiways at Vance Air Force Base in Enid, Oklahoma in accordance with sustainment, restoration, and modernization requirements. Work includes demolition, preparing subgrades and base courses, asphalt and concrete pavement, markings, lighting systems, modifications to airfield control and warning systems, as-built drawings, operations and maintenance manuals, and other work. Bids are requested using unit pricing for line items such as asphalt types and thicknesses, concrete pavement thicknesses, aggregate bases, lighting systems, and drawings. An option is provided for additional concrete pavement and bases. The solicitation was issued by the Department of the Army Corps of Engineers Tulsa District and bids are due by a specified date.
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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
Amendment 0005 hereby revises the CLIN schedule and removes DFARS Clause 252.204-7021.
All other terms and conditions remain unchanged.
Contract Specialist: Lindsey Byfield, Lindsey.M.Byfield@usace.army.mil.
1. CONTRACT ID CODE PAGE OF PAGES
1 2
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 05-Feb-2021
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 W912BV21R0008
X 9B. DATED (SEE ITEM 11)
22-Dec-2020
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 is extended, X 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
05-Feb-2021
CODE
CONTRACTING DIV
US ARMY CORPS OF ENGINEERS, TULSA DISTRICT
2488 E. 81ST STREET
TULSA OK 74137-4290
W912BV 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912BV21R0008
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SECTION 00 11 00 - SF 1442 AND CLIN SCHEDULE
SUMMARY OF CHANGES
SECTION 00 72 00 - CONTRACT CLAUSES
The following have been deleted:
252.204-7021 Contractor Compliance with the Cybersecurity Maturity
Model Certification Level Requirement
NOV 2020
(End of Summary of Changes)
Repair Center Runway B-17235 XTLF 151002 Vance Air Force Base, OK Final Submittal
SECTION 00 11 00 Page 1
SECTION 00 11 00
PRICING (CLIN) SCHEDULE
CLIN Estimated Unit Unit Amount No. Description Quantity Price
--------------------------------BASE PROPOSAL--------------------------------
Runway 17C/35C
0001 DEMOLITION 1 JOB $ _ $ _______
0002 PREPARE SUBGRADE AND 1 JOB $ _ $ _______
BASE COURSES
0003 ASPHALT PAVEMENT 1 JOB $ _ $ _______
0004 CONCRETE PAVEMENT 1 JOB $ _ $ _______
0005 PAVEMENT MARKINGS 1 JOB $ _ $ _______
0006 SALSF APPROACH LIGHTING
SYSTEMS RUNWAY 17C/35C 1 JOB $ _ $ _______
0007 TEMPORARY ILS SYSTEMS FOR
RUNWAY 17R/35L 1 JOB $ _ $ _______
0008 ALCMS MODIFICATIONS 1 JOB $ _ $ _______
0009 AS-BUILT DRAWINGS 1 JOB $ _ $ _______
0010 O&M MANUALS 1 JOB $ _ $ _______
0011 ALL OTHER WORK REQUIRED
BY THE CONTRACT DOCUMENTS
FOR RUNWAY 17C/35C 1 JOB $ _ $ _______
SUBTOTAL REPAIR CENTER RUNWAY B-17235
(CLINS 0001 – 0011 INCLUSIVE) $__________________
--------------------------------OPTIONAL ITEMS-------------------------------
OPTION 1 – RUNWAY 17C/35C & TAXIWAYS C & D PCC SECTIONS
1001 CONCRETE PAVEMENT 1 JOB $ _ $ _______
1002 PREPARE SUBGRADE AND
BASE COURSES 1 JOB $ _ $ _______
1003 PAVEMENT MARKINGS WITHOUT
REFLECTIVE MEDIA 1 JOB $ _ $ _______
1004 ASPHALT PAVEMENT -1 JOB $ _ $ _______
1005 GRADED CRUSHED AGGREGATE BASE
COURSES -1 JOB $ _ $ _______
1006 ALL OTHER WORK REQUIRED
SECTION 00 11 00 Page 2
BY THE CONTRACT DOCUMENTS
FOR THE RUNWAY 17C/35C &
TAXIWAYS C & D PCC SECTIONS 1 JOB $ _ $____________
SUBTOTAL OPTION 1
(CLINS 1001 – 1006 INCLUSIVE) $__________________
TOTAL BASE PROPOSAL AND OPTION
(CLINS 0001 – 0011 AND
1001 – 1006 INCLUSIVE) $__________________
Contract Duration (See Note 5):__________________
NOTES FOR PRICING (CLIN) SCHEDULE
1) Bidders must insert a price on all numbered items of the Proposal Schedule.
The price may be zero dollars or a deduct amount. Failure to do so will disqualify the proposal.
2) To better facilitate the receipt and proposal process, all modifications to proposals are to be submitted on copies of the latest Bid Schedule as published in the solicitation or the latest amendment thereto. In lieu of indicating additions/deductions to line items, all Offerors should state their revised prices for each item.
3) All extensions of the unit prices shown will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered the offer.
4) Include all costs for coordination and accommodation of Government-
Furnished, Government-Installed Equipment, as described in the bid documents, in the Bid Schedule Items for construction of the associated facilities.
5) The Offeror shall have contract duration in number of calendar days after the Notice to Proceed (NTP) is received by the Contractor, whether via electronic means or hard copy, whichever is the earliest method of delivery.
The total number of calendar days for construction through completion, ready for turnover shall not exceed the number of calendar days specified in the bid documents. The proposed duration shall become the required contract duration. The Government may issue the NTP via e-mail or Facsimile (FAX) or by other means. Day number 1 is the day after the date of receipt of the
NTP.
6) Responders are advised that this requirement may be delayed, cancelled or revised at any time during the solicitation, selection, evaluation, negotiation and/or final award process based on decisions related to DOD changes in force structure and disposition of the Armed Forces.
7) The Army will procure this facility through a design and cost competition in accordance with the provisions set forth in this Request for Proposals (RFP).
When the task order is awarded, it will be a “Firm Fixed Price Contract”.
8) Any proposal that is materially unbalanced as to prices for the Base Schedule may be rejected. An unbalanced proposal is one that is based on prices significantly less than the cost for some work and prices that are significantly overstated for other work and can also exist where only over-
SECTION 00 11 00 Page 3 pricing or underpricing exists.
9) ABBREVATIONS – For the purpose of this solicitation, the units of measure are represented as follows:
a. BCY (Bank Cubic Yard)
b. EA (Each)
c. LF (Linear Feet)
d. SY (Square Yard)
e. TN (Tons)
f. MSF (Thousand Square Feet)
10) CONDITIONS GOVERNING EVALUATION OF PROPOSALS AND AWARD OF CONTRACT.
One contract only will be awarded on this project and evaluation will be made on the Total Base Bid Plus Options in accordance with the Instructions to Offeror’s.
11) Description of Bid Items - The general outline of the principal features of each item as listed below does not in any way limit the responsibility of the proposer for making a thorough investigation of the drawings and the specifications to determine the scope of work.
Description of Base Bid Items
(a) CLINS 0001 - 0011 These CLINs include all items shown and stated within the proposed plan set and specifications, with the following included: Placement of a new HMA surface and aggregate base course on the center 7,217' (sta. 110+00 to sta. 182+17) portion of the Runway. Provide HMA pavement sections on the section of Taxiway D and both sections of Taxiway C to be replaced as shown.
OPTIONS:
(a) OPTION 1, CLINS 1001 – 1006 include all added and removed cost for furnishing materials and labor for the complete installation of a PCC Section for Runway 17C/35C and Taxiways C & D per plan sheets CP307, CP308, CP309 and COP310. CLINs 1001 through 1006 will be awarded together. The Government may exercise all CLINs associated with Option 1 (CLINs 1001 – 1006) for a period from contract award and Notice to Proceed (NTP) to 180 days after NTP is issued.
--END OF SECTION—
SECTION 00 11 00 Page 4
ATTACHMENT 1
COST BREAKDOWN REQUIRED
It is the responsibility of the Contractor to determine all quantities for purposes of their proposal to provide for a complete and approved project according to the Contract documents. The quantities and items shown within are for REFERENCE ONLY and do not in any way obligate the Government regarding said quantities and/or items provided.
BASE PROPOSAL (CLINS 0001 TO 0011)
CLIN 0001 DEMOLITION Quantity Unit Unit Price Ext Price
REMOVE BITUMINOUS PAVEMENT 1 JOB $ _ $ _______
REMOVE RIGID PAVEMENT 1 JOB $ _ $ _______
CRACK & SEAT RIGID 1 JOB $ _ $ _______
PAVEMENT
CLIN 0001 SUBTOTAL $______________
CLIN 0002 PREPARE SUBGRADE Quantity Unit Unit Price Ext Price
AND BASE COURSES
6” UNDERDRAIN 1 JOB $ _ $ _______
8” UNDERDRAIN OUTLETS 1 JOB $ _ $ _______
EXCAVATION 1 JOB $ _ $ _______
BORROW 1 JOB $ _ $ _______
SUBBASE 1 JOB $ _ $ _______
TOPSOIL STRIPPING 1 JOB $ _ $ _______
STABILIZED DRAINAGE LAYER 1 JOB $ _ $ _______
AGGREGATE BASE
COURSE (6” THICKNESS) 1 JOB $ _ $ _______
COURSE (12” THICKNESS) 1 JOB $ _ $ _______
COURSE (17.5” THICKNESS) 1 JOB $ _ $ _______
GRADED CRUSHED AGGREGATE BASE
COURSE (6.5” THICKNESS) 1 JOB $ _ $ _______
COURSE (7” THICKNESS) 1 JOB $ _ $ _______
COURSE (7.5” THICKNESS) 1 JOB $ _ $ _______
SECTION 00 11 00 Page 5
COURSE (8” THICKNESS) 1 JOB $ _ $ _______
COURSE (9” THICKNESS) 1 JOB $ _ $ _______
COURSE (9.5” THICKNESS) 1 JOB $ _ $ _______
CLIN 0002 SUBTOTAL $_____________
CLIN 0003 ASPHALT PAVEMENT Quantity Unit Unit Price Ext Price
ROUTE & SEAL ASPHALT
CRACKS 1 JOB $ _ $ _______
BITUMINOUS TACK COAT 1 JOB $ _ $ _______
BITUMINOUS PRIME COAT 1 JOB $ _ $ _______
HOT MIX ASPHALT (HMA)
- SURFACE COURSE 1 JOB $ _ $ _______
HOT MIX ASPHALT (HMA)
- SHOULDERS 1 JOB $ _ $ _______
- BASE LAYER 1 JOB $ _ $ _______
HOT MIX ASPHALT (HMA)
- VAR. DEPTH LEVELING 1 JOB $ _ $ _______
COURSE
GROOVING BITUMINOUS 1 JOB $ _ $ _______
PAVEMENT
CLIN 0003 SUBTOTAL $______________
CLIN 0004 CONCRETE PAVEMENT Quantity Unit Unit Price Ext Price
CONCRETE PAVEMENT FOR
AIRFIELDS – 12.5” THICK 1 JOB $ _ $ _______
CONCRETE PAVEMENT FOR
AIRFIELDS – 13” THICK 1 JOB $ _ $ _______
GROOVING RIGID PAVEMENT 1 JOB $ _ $ _______
CLIN 0004 SUBTOTAL $______________
CLIN 0005 PAVEMENT MARKINGS Quantity Unit Unit Price Ext Price
PAVEMENT MARKINGS WITH
PAVEMENT MARKINGS WITHOUT
CLIN 0005 SUBTOTAL $_______________
SECTION 00 11 00 Page 6
CLIN 0006 SALSF APPROACH Quantity Unit Unit Price Ext Price
LIGHTING SYSTEMS RUNWAY 17C/35C
SALSF APPROACH LIGHTING
SYSTEMS RUNWAY 17C/35C 1 JOB $ _ $ _______
CLIN 0006 SUBTOTAL $_______________
CLIN 0007 TEMPORARY ILS Quantity Unit Unit Price Ext Price
SYSTEMS FOR RUNWAY 17R/35L
TEMPORARY ILS SYSTEMS FOR
RUNWAY 17R/35L 1 JOB $ _ $ _______
CLIN 0007 SUBTOTAL $_______________
CLIN 0008 ALCMS MODIFICATIONS Quantity Unit Unit Price Ext Price
ALCMS MODIFICATIONS 1 JOB $ _ $ _______
CLIN 0008 SUBTOTAL $_______________
CLIN 0009 ASBUILT DRAWINGS Quantity Unit Unit Price Ext Price
AS-BUILT DRAWINGS 1 JOB $ _ $ _______
CLIN 0009 SUBTOTAL $_______________
CLIN 0010 O&M MANUALS Quantity Unit Unit Price Ext Price
O&M MANUALS 1 JOB $ _ $ _______
CLIN 0010 SUBTOTAL $______________
CLIN 0011 OTHER WORK Quantity Unit Unit Price Ext Price
ALL OTHER WORK REQUIRED
BY THE CONTRACT DOCUMENTS
FOR RUNWAY 17C/35C 1 JOB $ _ $ _______
CLIN 0011 SUBTOTAL $_______________
OPTION 1 (CLINS 1001 TO 1006)
CLIN 1001 CONCRETE PAVEMENT Quantity Unit Unit Price Ext Price
CONCRETE PAVEMENT FOR
AIRFIELDS – 10.5” THICK 1 JOB $ _ $ _______
CONCRETE PAVEMENT FOR
AIRFIELDS – 11” THICK 1 JOB $ _ $ _______
CONCRETE PAVEMENT FOR
AIRFIELDS – 12.5” THICK 1 JOB $ _ $ _______
CONCRETE PAVEMENT FOR
AIRFIELDS – 13” THICK 1 JOB $ _ $ _______
SECTION 00 11 00 Page 7
CLIN 1001 SUBTOTAL $_______________
CLIN 1002 PREPARE SUBGRADE Quantity Unit Unit Price Ext Price
AND BASE COURSES
COURSE (6” THICKNESS) 1 JOB $ _ $ _______
CLIN 1002 SUBTOTAL $_______________
CLIN 1003 PAVEMENT MARKINGS Quantity Unit Unit Price Ext Price
WITHOUT REFLECTIVE MEDIA
PAVEMENT MARKINGS WITHOUT
REFLECTIVE MEDIA 1 JOB $ _ $ _______
CLIN 1003 SUBTOTAL $______________
CLIN 1004 ASPHALT PAVEMENT Quantity Unit Unit Price Ext Price
BITUMINOUS TACK COAT -1 JOB $ _ $ _______
– SURFACE COURSE -1 JOB $ _ $ _______
- BASE LAYER -1 JOB $ _ $ _______
CLIN 1004 SUBTOTAL $______________
CLIN 1005 GRADED CRUSHED Quantity Unit Unit Price Ext Price
AGGREGATE BASE COURSES
COURSE (6.5” THICKNESS) -1 JOB $ _ $ _______
COURSE (7” THICKNESS) -1 JOB $ _ $ _______
COURSE (7.5” THICKNESS) -1 JOB $ _ $ _______
COURSE (8” THICKNESS) -1 JOB $ _ $ _______
COURSE (9” THICKNESS) -1 JOB $ _ $ _______
CLIN 1005 SUBTOTAL $______________
CLIN 1006 OTHER WORK Quantity Unit Unit Price Ext Price
ALL OTHER WORK REQUIRED
BY THE CONTRACT DOCUMENTS
FOR THE RUNWAY 17C/35C &
TAXIWAYS C & D PCC SECTIONS 1 JOB $ _ $ _______
SECTION 00 11 00 Page 8
CLIN 1006 SUBTOTAL $_______________
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