Amendment_01_W91151-19-B-0013.pdf

0011335332 AD108288P

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

This amendment is issued to:

a. Provide the Government's response to questions received from industry.

b. Incorporate revised Techical Exhibit B - Contract Draw ings Revised1.

c. Incorporate Attachment 2_Bunker Door Picture d.. Change bid opening date to 29 July 2019 at 2:30 p.m. CDT.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 13

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 18-Jul-2019

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 W9115119B0013

X 9B. DATED (SEE ITEM 11)

19-Jun-2019

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

18-Jul-2019

CODE

MISSION AND INSTALLATION CONTRACTING

MISSION CONTRACTING OFFICE (MCO)

36000 DARNALL LOOP, ROOM 1300B

FORT HOOD TX 76544-5095

W91151 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9115119B0013

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 23-Jul-2019 10:00 AM to 29-Jul-2019 02:30 PM.

The Issued By organization has changed from

MISSION AND INSTALLATION CONTRACTING

MISSION CONTRACTING OFFICE (MCO)

36000 DARNALL LOOP, ROOM 1300B

FORT HOOD TX 76544-5025

to

MISSION AND INSTALLATION CONTRACTING

MISSION CONTRACTING OFFICE (MCO)

36000 DARNALL LOOP, ROOM 1300B

FORT HOOD TX 76544-5095

TABLE OF CONTENTS

The Table of Contents has changed from:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Exhibit A Technical Exhibit A -

Specifications

3313 11-JAN-2016

Exhibit B Technical Exhibit B - Drawings

11 29-MAR-2019

Attachment 1 Attachment 1-Appendix A

139 02-JUL-2018

to:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Exhibit A Technical Exhibit A -

Specifications

3313 11-JAN-2016

Exhibit B Technical Exhibit B Drawings_Rev1

11 17-JUL-2019

Attachment 1 Attachment 1-Appendix A

139 02-JUL-2018

Attachment 2 Attachment 2 - Bunker Door Picture

1 17-JUL-2019

The following have been added by full text:

RESPONSE TO INDUSTRY QUESTIONS

RFI Questions and Answers from Industry

W91151-19-B-0013 (Repair Bunker Door)

1. Drawing S‐401 Details 1 & 2, show removal of 6” of soil and installation of an EPDM pond liner, 6” of fill material and a 2nd EPDM pond liner. What bunker locations require this new liner installation if any?

Answer: This will be required on all earth formed bunkers associated with this project.

2. Drawing S‐401 Note 1, On the site visit we did not stop and look at the 12 bunker locations (92178‐92190) that require us to grade the existing swales for drainage. Can we have a 2nd site visit to look at these bunker locations?

Answer: No, a second site visit will NOT be conducted.

3. Drawing C‐001 Note 18, On the 18 ECM bunkers (92101‐92119 etc.) covered by local topography we need to know if the vent stacks are lightning protected. Also are any as‐built drawings available?

Answer: As-built drawings are not available for this site.

4. Please confirm all 63 bunkers locations get new lightning protection systems?

Answer: There are several ECM’s mentioned in sheet E-101, E-102, E-103 and E-104 that are earth covered by the local topography. The LPS shall be designed and installed by the contractor. there are 18 of these and they are from ECM number 92101 to 92119 exclude building 92102 and building 92126. The rest will receive a new LPS. Contractor shall be responsible for providing a third party certification for each LPS.

5. Can we get close-up photos posted of the door components that require repair or replacement?

Answer: Yes, see Attachement 2_Bunker Door Picture

6. Drawing S‐301 Note 1 says to sand blast and paint bunker doors. The existing paint is probably lead based because of the age of the doors. Are we required to contain and abate these doors?

Answer: Assume all doors contain lead paint and will require containment and abatement.

7. Are we only required to paint the exterior of the bunker doors?

Answer: See revised drawings.

8. The existing LPS system and the proposed replacement system does and will not meet NFPA 780 requirements for a master label due to not having a ground ring. Is this a concern?

Answer: the ECM’s shall have grounding rings.

9. Do we design the 18 Natural Covered ECMs using the same criteria as the Specification and Drawings as shown? Excluding the conductor from Door to Vent. Due to the topography this conductor is not needed. The head wall/doors/electronics and vent stacks will be protected individually.

Answer: There are several ECM's mentioned in sheet: E-101, E-102, E-103 and E-104 that are earth covered by the local topography. The LPS shall be designed and installed by the contractor. There are 18 of these and they are from ECM number 92101 to 92119 exclude building 92102 and add building 92126. A third party has to certify the LPS.

10. Are all bunkers to be stripped and pond liner applied or just a select few?

Answer: All earth covered bunkers are to receive pond liners. Refer to drawings.

11. The size of the anchor block for securing the pond liner is 24in wide on pg. S‐401. Is it the government’s intention to have the anchor block exposed? The drawings on pg. S‐401 shows fill and liners flush with the blocks. If government intention is to have the liner, fill and blocks flush more than 6in of top material will need to be removed.

Answer: Excavate adequate material to completely embed concrete anchors.

12. Do the exterior bunker doors get the interior and exterior painted or just the exterior?

Answer: Door repairs shall be limited to the exterior doors only.

13. Do any doors inside the bunker past the main exterior doors get painted?

14. What type of door paint is required? Does the government have any paint color on record for the bunker doors?

Answer: Match existing bunker door color.

15. Has a lead survey been conducted on the bunker door paint?

16. Will the Earth covered bunkers require a ground ring to be installed as listed in NFPA 780 8.4.1 since they are larger than 500 square ft. and not protected with single mast?

Answer: The ECM’s shall have grounding rings.

17. Although the details say “as needed” are we to assume that the only repairs required are per the schedule on sheet S‐401?

Answer: Perform bunker door repairs as scheduled. Incidental repairs associated with scheduled repairs shall be included “as needed”.

18. Ref sheet S401 details 1& 2 ‐ how many liner feet of pond liner is reburied at each bunker?

Answer: Follow manufacturers recommended installation instructions to determine pond liner lap requirements.

19. Ref sheet S401 detail 2 ‐ is there a detail for the block anchors?

Answer: No. Provide 24” wide x 12” deep x 48” long concrete block anchor.

20. As we were not allowed to take pictures would it be possible to get the Corps to provide us photographs of the door components? If not please provide detail procedure lists for the following: (sheet S‐501)

a. Counterweight bent rod tensile strength and material as well as removal and replacement procedures?

(Details 1 & 2).

b. Rod tensile strength and material as well as removal and replacement procedures? (Detail 3).

c. Roller specifications size, profile and material as well as removal and replacement procedures? (Details 5&

6).

Answer: Provide 36 ksi steel. Removal and replacement procedures are considered contractors means and methods of construction.

21. What are the work hours?

Answer: The ASP will be available for construction activities between 0730 and 1600 Monday through Friday.

It is the contractors responsibility to establish work hours.

22. What days can we work?

Answer: The ASP will be available for construction activities between 0730 and 1600 Monday through Friday.

It is the contractors responsibility to establish work hours.

23. Is there a sparks restriction to consider with the abrasive blasting?

Answer: Yes.

24. Will the doors be closed every day? If so will cure times be considered when closing doors?

Answer: Contractor will be given access to three consecutive bunkers at a time. These bunkers will be emptied prior to releasing to contractor. During this time, the contractor may open and close bunker doors as needed to facilitate construction.

25. How long after primer will the doors be allowed to dry before closing?

Answer: Contractor will be given access to three consecutive bunkers at a time. These bunkers will be emptied prior to releasing to contractor. During this time, the contractor may open and close bunker doors as needed to

26. How long after any coat will doors be allowed to dry before closing?

Answer: Contractor will be given access to three consecutive bunkers at a time. These bunkers will be emptied prior to releasing to contractor. During this time, the contractor may open and close bunker doors as needed to

27. What are the coating system requirements?

Answer: Repaint surfaces as noted in the construction drawings to protect the facility from the elements and corrosion.

28. Communication with employees not allowed (no cell phone?) How will emergency calls be handled in case of emergency? What method will be allowed to send for help in the event of emergency?

Answer: Contractors will be allowed to use business cell phones after bunkers have been emptied by the government. Cell phones will not be allowed in the vicinity of bunkers occupied by the government.

29. In the event of an emergency will 911 be allowed to respond if not who will cover an emergency situation?

30. Are there any enclosure restriction?

31. Can the Coating system be sprayed?

32. Who will handle quality control us or the corps?

Answer: The contractor is always responsible for quality control…

33. Is a Safety Officer required?

Answer: Refer to Division 1.

34. Is a Fire Watch required?

Answer: Refer to Division 1.

35. Will the General contractor provide Porta Toilet?

Answer: Contractors shall be responsible for providing means for crews to relieve themselves. The government will not be providing facilities to use the rest room.

36. How many doors can work the same time?

Answer: Contractor will be given access to three consecutive bunkers at a time. These bunkers will be emptied prior to releasing to contractor. During this time, the contractor may open and close bunker doors as needed to

37. If the sandblasting hit the concrete walls and damages the paint, will it need to be painted 100%? Will spot touch up be allowed?

38. How many bunkers have the second interior door? Do these interior doors require blasting and painting?

39. Will you require a qp‐2 certified contractor?

Answer: QP-2 Certification is required for the removal and disposition of lead paint.

40. Is the inside of the door and the outside of the door two different paint systems?

41. Where will the waste storage area be located? Will the licensed waste haulers have access to the storage area?

Answer: Storage of waste shall not be permitted on site. Vendors entering the site (not contractors or subcontractors) will be required to pick up a visitors badge before entering the ASP.

42. What is the weight of each door?

Answer: Unknown.

43. Will you provide a drawing of the potential laydown area?

Answer: No.

44. Pg. 5 of 53 of Solicitation RFP (WORK EXPERIENCE), this section requires 3 examples of relevant work experience from the General Contractor. Will we be allowed to submit our prime subcontractors experience in lieu of the general contractor’s experience? This SOW is very specific not many HUBZone Contractors will be able to meet this requirement.

Answer: Prime contractors will submit their work experience for evaluation. Subcontractor experience may be submitted for consideration.

45. Are there any as‐builts available for the ECMs.

Answer: No as-built drawings are available for this site.

46. We did not tour the road behind ECMs 92101‐92119. Are the vent stacks to the ECMs protected from lightning?

Answer: There are several ECM's mentioned in sheet: E-101, E-102, E-103 and E-104 that are earth covered by the local topography . the LPS shall be designed and installed by the contractor. There are 18 of these and they are from ECM number 92101 to 92119 exclude building 92102 and add building 92126. A third party has to certify the LPS.

47. Will the specification and drawings be acceptable for design of the Natural ECMs. NFPA 780 appears to be the Standard to follow although the design will not meet the standard due to the fact there is no ground ring.

Answer: The ECM’s shall have grounding rings.

48. Will a certification be required for the system?

Answer: The contractor shall be responsible for providing a third party inspection and certification.

49. Will base access badges be sufficient for access into the munitions area?

Answer: No. Contractors shall furnish the government with a roster of crew members scheduled to be on site thorough the duration of the project. Request roster template from COR. Roster must be submitted to ASP one week prior to entering the site. Contractor must comply with the eVerify requirements in Section 00800, AT/OPSEC Requirements.

50. Is it necessary to visit the munitions badging office every day and obtain a badge for entry into the munitions area?

51. Is a government/military escort required when in the munitions area?

Answer: Escort will only be required for individuals not included on the roster such as delivery vehicles.

52. What are the requirements for truck drivers who will be delivering/picking up equipment or delivering material?

Answer: Truck drivers making deliveries or picking up equipment will have to visit the ASP office to receive a visitors badge. Drivers will then be escorted to and from the delivery/pickup site.

53. The drawings indicate a 4" diameter roller is to be added to each door. The concrete in front of the doors is not flat.

a. Is the purpose of the roller to support the weight of the door in the closed position or throughout the door swing?

b. If hinge binding is an issue throughout the swing of the doors do provisions need to be made to insure the wheel stays in contact with the concrete? This would require a spring loaded wheel.

c. If a spring loaded wheel is required, what percentage of the weight of the door do the springs need to be sized to support?

Answer: Provide new rollers as detailed on the construction drawings.

54. There are joints and breaks in the concrete in front of the doors that will hinder the 4" roller.

a. Are there any provisions to smooth the concrete to eliminate the roller from getting stuck?

b. Is a 4" diameter roller adequate?

Answer: Remove any and all obstructions preventing the roller from moving freely along the travel path. This is to be considered incidental to the installation of the new rollers.

55. Two different types of doors were shown to us on the site visit. One had standard hinges welded to the door and frame. The other had strap hinges attached to a rod. We can find no reference on the drawings to indicate which door type is on which bunker.

a. Will the government be providing a breakdown of which doors are on which bunkers?

b. If not, how do we estimate?

Answer: Use the door schedule provided in the construction drawings to determine and estimate the work to be performed.

56. The strap hinge design transfers the weight of the doors to the hinge rod. The hinge rod appears to be bearing on the concrete, transferring the weight of the door to the ground.

a. Are there any provisions in the contract to repair the concrete under the hinge rod?

b. Per the existing design the hinge rod must rotate (the hinges are welded to the rod). Is there any requirement to add a thrust bearing under the rod to eliminate friction between the rod and the concrete?

c. Is it preferable, or allowable, to add a wall mounted bracket to support the hinge rod (and weight of the door)?

Answer: No.

57. The drawings indicate the hinge rod is a 2" O.D. tube. Field measurements on the bunker we looked at appeared to show the rod is actually 1 3/4" O.D. Please confirm the actual size and if this is uniform for all bunkers.

Answer: Assume all rods are 2” O.D.. Contractor shall field verify dimensions prior to executing repair work.

58. Detail 3/S‐501 states we are to relocate and install new hinge rod holders where damaged holders occur.

a. What are the guidelines for relocating the holders in terms of anchor spacing from the existing anchors?

b. Are there as built drawings for rebar within the wall we can use as a guide for the relocation?

c. What is the procedure if we hit rebar when drilling the anchors for the relocated holders? Can we cut the rebar?

d. Please provide a specification for the anchors if the holders need to be relocated.

Answer: Utilize equipment to locate existing reinforcement (such as a ground penetrating radar) and install epoxy anchors as needed, avoid existing reinforcement. Do not cut or disturb existing steel reinforcement.

59. Will all the bunkers be turned over for work at one time or will the work be staged?

Answer: Contractor will be given access to three consecutive bunkers at a time. These bunkers will be emptied prior to releasing to contractor. During this time, the contractor may open and close bunker doors as needed to

60. Every base has different protocols for working in munitions areas. Will the bunkers be emptied of munitions prior to start of work?

Answer: Contractor will be given access to three consecutive bunkers at a time. These bunkers will be emptied prior to releasing to contractor. During this time, the contractor may open and close bunker doors as needed to

61. Sheet S‐301 Note 1 states “sand blast and paint all doors to match existing bunker color”. The Scope of Work listed in the Solicitation does not include painting the doors, is the door painting include in this project?

Answer: The project shall include all tasks listed in the project synopsis and all tasks illustrated in the construction drawings.

62. IF door painting is included in the scope, is just the door painted to match the bunker or is all of the bunker concrete face included also?

63. Will all stored material be removed from the bunkers during the work?

Answer: Contractor will be given access to three consecutive bunkers at a time. These bunkers will be emptied prior to releasing to contractor. During this time, the contractor may open and close bunker doors as needed to

64. Please provide the door manufacture and model number.

Answer: Unknown

65. The first bunker visited during the site visit has exterior doors different from the door shown on the drawing but has an interior set of doors like the drawing, are both set of doors included or just the exterior doors?

66. Sheet S‐401 Note 1 states grade and clean out existing swale; is erosion control such as re‐seeding required?

Answer: Yes. See revised drawings.

67. Can the spoils for grading the swales be spread on site or is haul off required?

Answer: Spoils may be spread on site but shall not impair the existing site drainage.

68. As per Sheet C‐001 Note 19 only the exterior light fixture above the bunker door is being replaced, is this correct?

Answer: Replacement of the exterior light fixtures is only one part of this project. Refer to drawings and schedules for project requirements.

69. Sheet S‐401 Detail 1 & 2 have details for demo and installing new 45 mil. EDPM liners, this work is not listed in the Solicitation or on the Bunker Door Repair Schedule, is the liner replacement included in the scope, if so, which bunkers?

Answer: See revised drawings. The project shall include all tasks listed in the project synopsis and all tasks illustrated in the construction drawings.

70. Has the existing paint on the doors and bunker been tested for lead?

71. Solicitation Section 00700 has FAR 52.232‐5‐Payments under Fixed‐Price Construction Contracts MAY 2014 is a clause incorporated by reference and FAR 52.232‐16‐PROGRESS PAYMENTS (APR 2012) is incorporated by full text. Section 00700 also has FAR 52.252‐2‐CLAUSES INCORPORATED BY REFERENCE (FEB 1998) where it says "This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

http://farsite.hill.af.mil (End of clause)"

Answer: Clause 52.232-16- PROGRESS PAYMENTS (APR 2012) was added to the solicitation by error.

52.232-16 shall be removed from solicitation on the next amendment. Clause 52.232-5 Is the correct clause.

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

INSTRUCTION TO OFFERORS

Instructions to Bidders (IFB) Any bids received in response to this solicitation SHALL carry a 120 day acceptance period before prices need to be verified, extended or re-negotiated.

1. SUBMISSION OF BIDS

The priced bid shall be supported by a draft progress schedule that demonstrates the offeror's understanding of the work requirements, phasing of work between buildings, and estimated time frames for ordering and installing equipment.

Bidders are required to provide a CD copy of their bid documents with their IFB submission.

2. PUBLIC BID OPENINGS

Please refer to Block 13A of the 1442. Anyone wishing to attend the bid opening MUST notify the Contracting Officer (roy.r.cantrell2.civ@mail.mil) and Contract Specialist (andres.j.garcia.civ@mail.mil) by email no later than 26 July 2019 at 2:00 P.M CDT with a firm commitment to attend.

MAILING ADDRESS:

Mission and Installation Contracting Command-Fort Hood Shoemaker Center ATTN: Mr. Andres J. Garcia Contracting Specialist (Construction) 36000 Darnall Loop, Room 1300B Fort Hood, Texas 76544-5095

PUBLIC BID OPENING:

MICC Fort Hood Shoemaker Center Classroom 1463 Bldg 36000 Darnall Loop, Fort Hood, TX 76544

29 July 2019 at 2:30 P.M. CDT

3. PRE-REQUISITES FOR SPECIALITY TRADE LICENSURE AND CERTIFICATION

The contractor shall provide documentation to support that it possesses the qualifications to, or can acquire assets to, demonstrate journeyman (or master license) qualifications in the following trades:

a. In accordance with section 4 of the AWS D1.1 "Structural Welding Code - Steel".

b. QP-2 Certification

In responding to this solicitation, the offeror shall provide copies of certifications/training identified above as a part of the proposal. No substitution of the individual possessing the required pre-qualifications will be authorized without the written approval of the Contracting Officer, and no time will be allowed for the contractor to acquire the required training/certification after the contract is awarded.

4. WORK EXPERIENCE

The prime contractor shall demonstrate that it possesses general construction contract management by providing at least three examples of relevant work experience in an awarded contract similar to the requirements stated in this solicitation. Documentation shall be submitted with the bid and include the contract number, the date of contract award, the customer's name and contact information, the awarded dollar value, the value of the contract at completion, a description of all work elements included in the contract, the number and type of specialty trades needed to complete the contract, the period of time allocated for completion of the work and actual time required to complete the work (include reasons for time extensions). Federal work experience is preferred; however, the Government will accept work experience from both State and institutional and commercial contracts as well. No residential work experience will be considered appropriate for this purpose. Failure to provide this documentation will render the bid/offer non-responsive and no further consideration will be given to that bidder for award of this contract.

5. ATTENDANCE PRE-BID AND PRE-CONSTRUCTION CONFERENCES

The Contracting Officer shall conduct a pre-bid/pre-proposal conference in conjuction with the site visit.

Information on the scheduled Site Visit is located in FAR 52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) of this solicitation. When such conference is scheduled, all potential bidders/offerors attending the site visit will be required to attend the pre-bid/pre-proposal conference. Space limitations dictate that no more than two representatives from each company attend. The Contracting Officer will review Bid submission requirements, and other administrative matters critical for successful and timely performance of the work.

The Contractor shall attend a Government coordinated pre-construction conference within 10 calendar days of contract award. As a minimum, the conference shall be attended by the contractor’s appointed project manager, the superintendent, the QCM, and administrative personnel responsible for preparation of contract documents, certified payroll records and invoices. The contractor shall deliver letter appointments of its key personnel that include each individual’s duties, roles and responsibilities.

6. SUBCONTRACTOR LIST

Offeror shall submit a list of proposed subcontractors as an attachment to their BID. If offeror does not intend on utilizing subcontractors (self-perform), offeror shall state so in their bid.

7. AMENDMENTS TO SOLICITATION

If this solicitation is amended, then all terms and conditions which are not modified remain unchanged.

Offerors shall acknowledge receipt of any amendment to this solicitation (1) by signing and returning the amendment, or (2) by identifying the amendment number and date in the space provided for this purpose on the form for submitting a quote. The Government must receive the acknowledgment by the date and time specified for receipt of proposals indicated in block 10 of the SF1442.

8. FALSE STATEMENTS IN BIDS

Offerors must provide full, accurate, and complete information as required by this solicitation and its attachments.

The penalty for making false statements in proposals is prescribed in 18 U.S.C. 1001.

9. EXPLANATION TO PROSPECTIVE OFFERORS

Any prospective offeror desiring an explanation or interpretation of the solicitation, drawings, specifications, etc., must request it in writing by the date and time specified in FAR Clause 52.236-27. Oral explanations or instructions given before the award of a contract will not be binding. Any information given a prospective offeror concerning a solicitation will be furnished promptly to all other prospective offerors as an amendment to the solicitation, if that information is necessary in submitting bids or if the lack of it would be prejudicial to other prospective offerors.

52.252-3 ALTERATIONS IN SOLICITATION (APR 1984)

Portions of this solicitation are altered as follows:

Amendment 01 is issued to:

a. Provide the Government's response to questions received from industry.

b. Incorporate revised Techical Exhibit B Contract Drawings_Rev1.

c. Incorporate Attachement 2_Bunker Door Picture

d. Change bid opening date to 29 July 2019 at 2:30 p.m. CDT.

(End of Provision)

SECTION 00700 - CONTRACT CLAUSES

The following have been modified:

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Title File Drawing No.

Exhibit A Technical Exhibit A - Specifications 11-JAN-2016 Exhibit B Technical Exhibit B – Drawings_Rev1 17-JUL-2019 Attachment 1 Attachment 1-Appendix A 02-JUL-2018 Attachment 2 Attachment 2_Bunker Door Picture 17-JUL-19

(End of clause)

The following have been deleted:

52.232-16 Progress Payments APR 2012

(End of Summary of Changes)