W912BV21R0008_Amendment 0005.pdf

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Vance Air Force Base Repair Center Runway B 17235
Solicitation number
W912BV21R0008
Issued by

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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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