W912PP-16-R-0005_Amendment_0005.pdf
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- Attached to
- CONSTRUCT PUMPHOUSE AND FUEL STORAGE, CANNON AIR FORCE BASE Federal contract opportunity
- Solicitation number
- W912PP-16-R-0005
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W912PP-16-R-0005 Amendment 0005
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912PP-16-R-0005_Amendment_0006.pdf | ||
| W912PP-16-R-0005_Amendment_0004.pdf | ||
| W912PP-16-R-0005-Amendment_0003.pdf | ||
| Site_Visit_Attendance_Sheet.pdf | ||
| W912PP-16-R-0005_Amendment_0002.pdf | ||
| W912PP-16-R-0005_AMENDMENT_0001.pdf | ||
| W912PP-16-R-0005-Drawings-Shts-92-264_10-Feb-16.pdf | ||
| W912PP-16-R-0005-Drawings-Shts-1-91_10-Feb-16.pdf | ||
| W912PP-16-R-0005-Specs-Vol-2of2.pdf | ||
| W912PP-16-R-0005-Specs-Vol-1of2.pdf |
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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 items 8 and 15, and returning or (c) By separate letter or electronic communication 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 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.
E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
9A. AMENDMENT OF SOLICITATION NUMBER
9B. DATED (SEE ITEM 11)
10A. MODIFICATION OF CONTRACT/ORDER NUMBER
10B. DATED (SEE ITEM 13)
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.
12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER
NUMBER IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)
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.
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
PAGE OF PAGES
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
Previous edition unusable
W912PP
PROJECT: CONSTRUCT PUMPHOUSE AND FUEL STORAGE, CANNON AIR FORCE BASE, CURRY COUNTY, NEW
MEXICO
1. This is Amendment No. 0005 to Solicitation No. W912PP-16-R-0005. The following revisions shall be incorporated into the specifications and drawings.
The required response date/time has changed from “13-Mar-2017 02:00 PM” to “17-Mar-2017 02:00 PM”.
Revised SF1442 attached. All other revisions shall remain unchanged.
US ARMY ENGINEER DISTRICT, ALBUQUERQUE
4101 JEFFERSON PLAZA NE
ALBUQUERQUE NM 87109-3435
See Item 6
J
W912PP-16-R-0005
1 2
03/06/2017
02/09/2017
W912PP-16-R-0005
Amendment No. 0005
2. SPECIFICATIONS: DELETE THE FOLLOWING LISTED SECTION OR PAGES AND
SUBSTITUTE THE SECTION OR PAGES ATTACHED HERETO. ON THE REVISED PAGES OR
SECTIONS, FOR CONVENIENCE, CHANGES ARE EMPHASIZED BY STRIKETHROUGH FOR
DELETIONS AND UNDERLINE FOR ADDITIONS FROM THE PREVIOUS ISSUE. ALL PORTIONS
OF THE REVISED (OR NEW) SECTION OR PAGES SHALL APPLY WHETHER OR NOT CHANGES
HAVE BEEN INDICATED.
Delete Section or Page Insert Section or Page
SF1442 SF1442 (Proposal Receipt Date) 00110, Pages 18, 24 and 28 00110, Pages 18, 24 and 28 01 41 26.10 24* 01 41 26.10 24* REGISTER REGISTER (To include added Section) --- 23 08 00.00 10
* - Excludes Section Attachments
3. DRAWING CHANGES: The following drawings are revised and reissued with this amendment.
CIVIL
CU140 - SANITARY SEWER SYSTEM PLAN - SHEET 1
CU142 - SANITARY SEWER SYSTEM PLAN - SHEET 3
CU150 - GAS SYSTEM PLAN
MECHANICAL
M-101 - OVERALL PIPING PLAN
M-203 – FUEL SYSTEM FLOW DIAGRAM SHEET 3
M-206 – ISOMETRIC DIAGRAM – NO 1
M-501 - FUEL SYSTEM MECHANICAL DETAILS SHEET 1
M-502 - FUEL SYSTEM MECHANICAL DETAILS SHEET 2
ELECTRICAL
ES101 - SITE OVERALL UTILITY PLAN
ES102 - SITE COMPOSITE ELECTRICAL PLAN - AREA 1
ES103 - SITE COMPOSITE ELECTRICAL PLAN - AREA 2
////////LAST ITEM////////
Construct Pumphouse and Fuel Storage, Cannon Air Force Base, Curry County, New Mexico
This acquisition is unrestricted advertising, open to both large and small business concerns.
Sealed technical proposal in original, 5 hard copies, and 5 electronic (CD) copies; and sealed price proposal in original, 1 hard copy and 1 electronic (CD) copy are due at the place and time specif ied in Block 13. See Section 00100 for information pertaining to the pre-proposal conference and site visit. For technical questions, see the Local Provisions (Section 00100) pertaining to Projnet. As this is not a sealed bid, offers w ill not be opened publicly. Offerors are required to sign in upon entry to the building, therefore allow suff icient time for turning in your proposal. Offerors are advised that this requirement may be delayed, cancelled, or revised at any time during the solicitation or aw ard process and is subject to the availability of funds.
KATHLEEN MAYER 505-342-3391
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS
NEGOTIATED
09-Feb-2017
(RFP)
(IFB)
X
CALL:
B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)
See Item 7
2. TYPE OF SOLICITATION
SEALED BID
3. DATE ISSUED
9. FOR INFORMATION A. NAME
SOLICITATION
NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)
Prescribed by GSA FAR (48 CFR) 53.236-1(e)
11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________545 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________00800
12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?
(If "YES," indicate within how many calendar days after award in Item 12B.)
X YES NO
13. ADDITIONAL SOLICITATION REQUIREMENTS:
A. Sealed offers in original and __________5 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________13 Mar 2017 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.
shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.
B. An offer guarantee X is, is not required.
C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.
D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.
SOLICITATION, OFFER,
AND AWARD
(Construction, Alteration, or Repair)
1. SOLICITATION NO.
IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.
4. CONTRACT NO.
7. ISSUED BY CODE
US ARMY ENGINEER DISTRICT, ALBUQUERQUE
4101 JEFFERSON PLAZA NE
ALBUQUERQUE NM 87109-3435
W912PP
PAGE OF PAGES
1 OF
CODE
(Title, identifying no., date):
12B. CALENDAR DAYS
02:00 PM (hour) Sealed envelopes containing offers
5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.
8. ADDRESS OFFER TO (If Other Than Item 7)
505-342-3496FAX:TEL: TEL: FAX:
W912PP-16-R-0005
17-Mar-17
AMENDMENT NO. 0005
20B. SIGNATURE
(REV. 4-85)STANDARD FORM 1442 BACK
TO SIGN
NSN 7540-01-155-3212
SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)
CODE FACILITY CODE
17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.
the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)
AMOUNTS SEE SCHEDULE OF PRICES
18. The offeror agrees to furnish any required performance and payment bonds.
19. ACKNOWLEDGMENT OF AMENDMENTS
(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)
AMENDMENT NO.
DATE
20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN
OFFER (Type or print)
AWARD (To be completed by Government)
21. ITEMS ACCEPTED:
22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA
24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM
(4 copies unless otherwise specified)
CODE
(Insert any number equal to or greater than
20C. OFFER DATE
25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
10 U.S.C. 2304(c) 41 U.S.C. 253(c)
CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY
(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)
See Item 14
(Include only if different than Item 14)16. REMITTANCE ADDRESS
30B. SIGNATURE
29. AWARD (Contractor is not required to sign this document.)
document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .
gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.
30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)
30C. DATE
(Type or print)
TEL: EMAIL:
31B. UNITED STATES OF AMERICA 31C. AWARD DATE
BY
CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE
(Contractor is required to sign this28. NEGOTIATED AGREEMENT
(M ust be fully completed by offeror)OFFER
AMENDMENT NO. 0005
Amendment 0005
FACTOR 4 Vol 2 Tab 3 SECTION 00010, PRICING
SCHEDULE
4th Most Important Factor (less important than Factors 1, 2, and 3 combined)
N/A Vol 2 Tab 4 Bid Guarantee (Bid Bond) Not Rated
N/A Vol 2 Tab 5 Representations & Certifications Not Rated
N/A Vol 2 Tab 6 Financials and Financial
Standing Questionnaire
Not Rated
N/A Vol 2 Tab 7 Small Business Subcontracting
Plan
Acceptable/ Unacceptable
N/A Vol 2 Tab 8 JV Agreement (if applicable) and/or Corporate, Partnership, Joint Venture Certificate, Teaming Agreement
Not Rated
ALL NON-PRICE FACTORS/SUB-FACTORS COMBINED ARE SIGNIFICANTLY MORE IMPORTANT
THAN COST/PRICE.
3.0.1 Where the word “project(s)” appears, it is understood to mean a project(s), contract(s), task order(s), or any other contract document provided for in the Federal Acquisition Regulation (FAR 2.101). Examples of projects submitted by the Prime Construction Contractor may be projects performed for a State or Federal Government
Agency; or for a commercial or private sector customer.
3.0.2 Where the word “recent” appears it is understood to mean a construction type project for which construction is at least 70% complete (measured by performance period days) as of the RFP closing date or a construction type project that has been completed within 5 years of the RFP closing date. Projects completed more than 5 years before the RFP closing date will not be considered for evaluation purposes.
3.0.3 Where the word “relevant” appears it is understood to mean that project experience submitted is similar to the context of this solicitation in terms of scope, type, complexity, and magnitude of effort and as described and required in this RFP. For this RFP, “relevant” projects are defined as projects that are similar in terms of:
Scope (Large jet/air craft fueling station and storage complex with two (2) JP-8 above ground storage tanks, two (2) commercial truck unloading and four (4) truck fill stands, distribution pump house, 13 person dispatch building, 6 space R-11 refueler parking area, to include construction phasing).
Type (Jet/air craft fuel station in compliance with, UFC 3-460-01 Petroleum Fuels Facilities and Type
III Fuel Systems Standards including current safety and/or emergency features, back-up generator, product recovery system and receipt filter separator. Include project with concrete masonry unit
(CMU) building and structural standing seam metal roof (SSMR) construction, metal parking canopies, Portland cement concrete pavement and asphalt paving).
Complexity (Ground-up construction, utility installation and paving projects being constructed while next to an active taxiway, hazardous clarifications, working with DoD Fuels Distribution Center of
Expertise.
Project Magnitude (2 projects with a construction value greater than or equal to $10 Million and 1 project with a construction value greater than or equal to $16 Million.).
4.0 FACTOR 1: TECHNICAL -- SUBFACTOR A: RELEVANT CONTRACTOR EXPERIENCE
4.1 SUBMISSION REQUIREMENTS
4.1.1 The Offeror shall submit examples of construction projects which best illustrate the experience of the construction contractor on relevant projects of similar in scope, type, complexity, and magnitude as defined in section 3.03 above.
A minimum three (3) projects, but not more than 5, are to be submitted. Each project example shall include a l4ctemlk Cross-Out company/subsidiary/affiliate) identified in the Offeror’s proposal, inquiries of owner representative(s), Federal
Awardee Performance and Integrity Information System (FAPIIS), Electronic Subcontract Reporting System
(eSRS), and any other known sources not provided by the Offeror.
8.2.1.7 While the Government may elect to consider data from other sources, the burden of providing detailed, current, accurate and complete past performance information rest with the Offeror.
8.2.1.8 Other types of past performance questionnaires, signed by a commercial customer or signed by a representative from another Federal or State agency, may be submitted as long as the information submitted has the same or similar information as that of the Past Performance Questionnaire provided at the end of this section, documenting the quality of the Offeror’s performance for the project submitted.
8.2.1.9 Past Performance Questionnaires previously completed by the customer/client may be submitted in lieu of having the customer/client complete a new questionnaire for the contracts identified in Volume 1 – Tab A (Contract
Description Form). Previously completed surveys will be evaluated only if: (1) they match the projects identified in
Volume 1 – Tab A (Contract Description Form) and (2) they are submitted according to the instructions listed above.
8.3 Small Business Participation Past Performance. All Offerors shall submit information substantiating the
Offerors’ past performance in complying with FAR 52.219-8, “Utilization of Small Business”, maximizing opportunities for U.S. small business subcontractors. Offerors shall also provide a statement indicating whether any negative information has been reported in the past seven years concerning the Offerors’ past compliance with FAR
52.219-8. If any such negative information has been reported, the Offeror may submit explanations or comments responding to such negative information. Offerors with no prior contracts containing FAR 52.219-8 shall certify the same.
8.3.1 EVALUATION CRITERIA: The Government will evaluate the Offeror’s record of past and current performance to ascertain the probability of successfully performing the required efforts of the contract.
8.3.1.1 The Government will focus its inquiries on the Offeror’s record of performance as it relates to the solicitation requirements, including cost, schedule, performance and management of subcontractors. A significant achievement, problem, or lack of relevant data in any element of the work can become an important consideration in the evaluation process. Therefore, Offerors will be reminded to include the most recent and relevant efforts (within the past five years) in their proposal. Absent any recent and relevant past performance history, the Offeror will be assigned an “unknown confidence rating” and its proposal will not be evaluated either favorably or unfavorably on past performance. The Government may use data provided by the Offeror in its proposal and data obtained from other sources (i.e. PPIRS, CPARS, etc.) including data in Government files or data obtained through interviews with personnel familiar with the contractor and their current and past performance under Federal, State or Local government or commercial contracts for same or similar services as compared to the work outlined in the RFP. Data used in conducting performance risk assessments shall not extend past seven years prior to the closing date of the
RFP, but may include performance data generated during the past seven years without regard to the contract award date.
8.3.1.2 Projects submitted must be “relevant” when compared to the project described in the solicitation. For this
RFP, “relevant” projects are defined at the beginning of this Section 00110 of the RFP. The most important aspects of relevancy are reflected in Section 11.2.2.1 Relevancy Matrix.
8.3.1.2 Offerors shall submit contracts for the prime Offeror either currently in performance (at least 70% complete) or awarded during the past seven years, from the closing date of this RFP, which are relevant to the efforts required by this solicitation.
9.0 FACTOR 3: SMALL BUSINESS PARTICIPATION FACTOR
9.1 SUBMISSION REQUIREMENTS
11.1 Each member of the Source Selection Evaluation Board (SSEB) will independently consider all information provided in the technical proposal. Once these individual analyses are completed, the team will meet and determine a rating for each of the evaluation factors by consensus decision. The evaluation team will document strengths (e.g., advantages), weaknesses (e.g., disadvantages), and other comments (e.g., deficiency and/or clarification) to support the rating for each factor, as well as the overall rating. The ratings for Technical Factors will be expressed in an adjectival assessment of Outstanding, Good, Acceptable, Marginal and Unacceptable.
11.2 The past performance factor considers each Offeror’s demonstrated recent and relevant record of performance in supplying construction services that meet the contract requirements. There are three aspects to the past performance evaluation: recency, relevancy (including context of data), and quality (including general trends in contractor performance and source of information).
11.2.1 RECENCY. The first aspect is to evaluate the recency of the offeror’s past performance. Recency is the time period during which past performance references are considered relevant, and is critical to establishing the relevancy of past performance information. In this case, recency refers to a construction type project for which construction is at least 70% complete (measured by performance period days) as of the RFP closing date or a construction type project that has been completed within 5 years of the RFP closing date.
11.2.2 RELEVANCY: The second aspect of the past performance evaluation is to assess the Offeror’s past performance to determine how relevant a recent effort accomplished by the Offeror is to the effort to be acquired through the source selection. Relevancy is not separately rated; however, the following criteria will be used to establish what is relevant. These criteria shall include similarity of service/support effort, scope, complexity, dollar value, contract type and other comparable attributes of past performance examples and the solicitation requirements
Past Performance Relevancy Ratings are Very Relevant, Relevant, Somewhat Relevant, Not Relevant.
11.2.2.1 Relevancy will be rated based on the following Relevancy Matrix. For a project to receive a “relevant” rating, it should include, at a minimum, three out of the five attributes detailed below.
RELEVANCY MATRIX
Similar
Project
Attributes:
Jet Aircraft
Fuel Station
Pump House
& Truck Fill
Stands
Jet Aircraft
JP-8 Fuel
Station
Storage
Tanks &
Unload
Stands
Underground
Aviation Fuel
Piping, Leak
Detection &
Cathodic
Protection
Military
Concrete
Pavement
& Asphalt.
Project
Phasing
RELEVANCY
RATING
Offeror
Project 1
Offeror
Project 2
Offeror
Project 3
Offeror
Project 4
Offeror
Project 5
TALLY
11.2.3 QUALITY OF PRODUCTS AND SERVICES. The third aspect of past performance evaluation is to establish the overall quality of the offeror’s past performance. Past Performance information will be reviewed to determine the quality of the offeror’s performance, general trends, and usefulness of the information and incorporate these into the performance confidence assessment.
Magnitude l4ctemlk Cross-Out
SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 84 PAGES
Replace Fuel Storage and Loading Fac, DESC1702, Cannon AFB, NM
01 00 00 SD-01 Preconstruction Submittals 1.5Haul Route Plan
01 04 00 SD-01 Preconstruction Submittals G ROMechanical Room Plan
01 20 00 SD-01 Preconstruction Submittals G ROArea Use Plan
01 32 01.00 10 SD-01 Preconstruction Submittals
1.3 G ROProject Scheduler Qualifications
3.4.1 G ROPreliminary Project Schedule
3.4.2 G ROInitial Project Schedule
3.6.2 G ROPeriodic Schedule Update
01 33 00 SD-01 Preconstruction Submittals
1.9 G ROSubmittal Register
01 33 29 SD-01 Preconstruction Submittals 1.4LEED Implementation Plan
SD-11 Closeout Submittals
1.5 GLEED Documentation Notebook
01 35 26 SD-01 Preconstruction Submittals
1.7 G ROZero Accident Program (ZAP)
1.8 G ROAccident Prevention Plan (APP)
SD-06 Test Reports 1.4Monthly Exposure Reports 1.13Notifications and Reports
1.13.2 G ROAccident Reports
1.13.3LHE Inspection Reports
SD-07 Certificates
SUBMITTAL REGISTER
CONTRACT NO.
TITLE AND LOCATION CONTRACTOR
CONTRACTOR:
SCHEDULE DATES
CONTRACTOR
ACTION
APPROVING AUTHORITY
A C T I V I T Y
N O
T R A N S M I T T A L
N O
S P E C
S E C T
DESCRIPTION
ITEM SUBMITTED
P A R A G R A P H
C L A S S I F I C A T I O N
G O V T
O R
A E
R E V W
R SUBMIT
APPROVAL
NEEDED
BY
MATERIAL
NEEDED
BY
A C T I O N
C O D E
DATE
OF
ACTION
DATE FWD
TO APPR
AUTH/
DATE RCD
FROM
CONTR
DATE FWD
TO OTHER
REVIEWER
DATE RCD
FROM OTH
REVIEWER
A C T I O N
C O D E
DATE
OF
ACTION
MAILED
TO
CONTR/
DATE RCD
FRM APPR
AUTH REMARKS
(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)
SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 84 PAGES
01 35 26 1.9Activity Hazard Analysis (AHA) 1.10.1Confined Space Entry Permit 1.10.1Hot Work Permit 1.15License Certificates
1.15.3 G RORadiography Operation Planning
Work Sheet 01 35 29.13 SD-01 Preconstruction Submittals
1.6 G DOACCIDENT PREVENTION
PLAN/SITE SAFETY AND
HEALTH PLAN
SD-02 Shop Drawings
1.28.1 G DOWork Zones;
1.29.1 G DODecontamination Facilities
SD-03 Product Data 1.13Exposure Monitoring/Air
Sampling Program 1.28.2Site Control Log 1.12.4Employee Certificates
01 41 26.10 24 SD-01 Preconstruction Submittals
3.2.2 G DOStormwater Pollution Prevention
Plan 3.2.1NPDES Notice of Intent 3.2.6NPDES Notice of Termination 3.2.4.1Inspector Qualifications
01 53 00 SD-01 Preconstruction Submittals
1.1 GTemporary Fencing
SUBMITTAL REGISTER
CONTRACT NO.
TITLE AND LOCATION CONTRACTOR
CONTRACTOR:
SCHEDULE DATES
CONTRACTOR
ACTION
APPROVING AUTHORITY
A C T I V I T Y
N O
T R A N S M I T T A L
N O
S P E C
S E C T
DESCRIPTION
ITEM SUBMITTED
P A R A G R A P
A S S I F I C A T I O N
G O V T
O R
A E
R E V W
R SUBMIT
APPROVAL
NEEDED
BY
MATERIAL
NEEDED
BY
A C T I O N
C O D E
DATE
OF
ACTION
DATE FWD
TO APPR
AUTH/
DATE RCD
FROM
CONTR
DATE FWD
TO OTHER
REVIEWER
DATE RCD
FROM OTH
REVIEWER
A C T I O N
C O D E
DATE
OF
ACTION
MAILED
TO
CONTR/
DATE RCD
FRM APPR
SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 84 PAGES
01 57 00 SD-01 Preconstruction Submittals G ROTraffic Control Plan
01 57 20.00 10 SD-01 Preconstruction Submittals
1.7 G DOEnvironmental Protection Plan
SD-06 Test Reports G DOBorrow Site Testi G DOPhase 1 ESA of Borrow Site
01 57 23 SD-01 Preconstruction Submittals
3.1.2 G ROStorm Water Pollution Prevention
Plan
3.1.2 G ROStorm Water Notice of Intent
SD-06 Test Reports
3.1.2 G ROStorm Water Inspection Reports
for General Permit
3.1 G ROErosion and Sediment Controls
SD-07 Certificates
2.1.3 G ROMill Certificate or Affidavit
01 72 00 SD-02 Shop Drawings
1.3 G ROWorking As-Built Drawings
3.1 G ROWorking As-Built Drawings
SD-11 Closeout Submittals
1.4 G ROFinal As-Built Drawings
3.2 G ROFinal As-Built Drawings
01 72 80 SD-11 Closeout Submittals
1.2 G RODD Form 1354
01 74 19 SD-01 Preconstruction Submittals
SUBMITTAL REGISTER
CONTRACT NO.
TITLE AND LOCATION CONTRACTOR
CONTRACTOR:
SCHEDULE DATES
CONTRACTOR
ACTION
APPROVING AUTHORITY
A C T I V I T Y
N O
T R A N S M I T T A L
N O
S P E C
S E C T
DESCRIPTION
ITEM SUBMITTED
P A R A G R A P
A S S I F I C A T I O N
G O V T
O R
A E
R E V W
R SUBMIT
APPROVAL
NEEDED
BY
MATERIAL
NEEDED
BY
A C T I O N
C O D E
DATE
OF
ACTION
DATE FWD
TO APPR
AUTH/
DATE RCD
FROM
CONTR
DATE FWD
TO OTHER
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01 74 19 1.6 G ROWaste Management Plan SD-11 Closeout Submittals
1.7 G RORecords
01 78 00 SD-03 Product Data
1.6.1Warranty Management Plan 1.6.5Warranty Tags 1.4Spare Parts Data
SD-08 Manufacturer’s Instructions 1.6.6Posted Instructions
SD-10 Operation and Maintenance Data
3.5 G ROOperation and Maintenance
Manuals
SD-11 Closeout Submittals 3.4As-Built Record of Equipment and Materials 3.2Final Approved Shop Drawings 3.3Construction Contract
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2.3 G ROCertification of EPA Designated
Items 01 78 23 SD-03 Product Data
Production Log Videographer Qualifications
1.7.6Video-graphic Documentation Plan
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01 78 23 SD-10 Operation and Maintenance Data
1.4 G ROO&M Database
3.1.1 G ROTraining Plan
3.1.3 G ROTraining Outline
3.1.2 G ROTraining Content
SD-11 Closeout Submittals
3.1.4 G ROTraining Video Recording
3.1.6 G ROValidation of Training Completion
01 78 23.33 SD-10 Operation and Maintenance Data
2.1.1 G ROSystem Instructions
02 56 13 SD-02 Shop Drawings
3.8 G AEPenetrations
1.3 G AEAs-Built Drawings
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2.2 G AETests, Inspections, and
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3.3 G AEField Seaming
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02 56 13 3.5.1 G AENon-Destructive Field Seam Continuity Testing
3.5.2 G AEDestructive Field Seam Testing
3.6.1 G AEDestructive Seam Test Repairs
3.5 G AETests
SD-07 Certificates
3.4 G ROSamples
2.1 G ROMaterials
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3.5.2 G RODestructive Field Seam Testing
3.6.1 G RODestructive Seam Test Repairs
3.5 G ROTests
02 61 13 SD-03 Product Data
1.3 G ROWork Plan
3.9 G ROPotentially Contaminated Material
Management Summary Report SD-06 Test Reports
3.6.1 G ROSampling of Stored Material
3.6.2 G ROSampling Liquid
03 30 00 SD-02 Shop Drawings
1.6.2.1 G AEReinforcing steel
SD-03 Product Data 2.4.8Joint sealants 2.4.7Joint filler 2.1Materials for Forms 2.4.1Cementitious Materials
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03 30 00 2.4.6Vapor retarder 2.3.3Concrete Curing Materials 2.5Reinforcement 2.6.1Liquid Chemical Floor Hardener 2.4.5Admixtures 2.5.2Mechanical Reinforcing Bar
Connectors 2.2.1Waterstops 1.8.1Local/Regional Materials
SD-05 Design Data
2.3.1 G AEmix design
SD-06 Test Reports
1.6.1.1 G AEConcrete mix design
1.6.4.1Fly ash 1.6.4.1Pozzolan 1.6.4.2Ground granulated blast-furnace slag 2.4.3Aggregates
3.13.2.3 G AECompressive strength tests
3.13.2.4Air Content 3.13.2.1Slump Tests 2.4.2Water
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03 30 00 1.6.3.1VOC Content for form release agents, curing compounds, and concrete penetrating sealers
1.6.3.2Material Safety Data Sheets 1.8.2Forest Stewardship Council
(FSC) Certification SD-08 Manufacturer’s Instructions
2.6.1Liquid Chemical Floor Hardener 2.3.3Curing Compound
04 20 00 SD-02 Shop Drawings
1.4.3 G AEDetail Drawings
SD-03 Product Data 1.2.1Local/Regional Materials 1.2.2Environmental Data
2.4.3 G AECement
2.11Insulation
1.6.2 G AECold Weather Installation
2.5 G AEWater-Repellant Admixture
SD-04 Samples
2.2 G AEConcrete Masonry Units (CMU)
2.3 G AEPrecast Concrete Items
1.4.2 G AEPortable Panel
SD-05 Design Data
2.4.4 GPre-mixed Mortar
1.2.4.1 GUnit Strength Method
SD-06 Test Reports
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04 20 00 3.22.1 GField Testing of Mortar
3.22.2 GField Testing of Grout
2.2.3 GFire-rated CMU
SD-07 Certificates 2.2Concrete Masonry Units (CMU) 2.7Anchors, Ties, and Bar
Positioners 2.12Expansion-Joint Materials 2.8Joint Reinforcement 2.3Precast Concrete Items 2.6.1Admixtures for Grout 2.11Insulation
SD-08 Manufacturer’s Instructions 2.4.3Masonry Cement
SD-10 Operation and Maintenance Data
1.2.3Plastic Identification 3.21.2Take-Back Program
05 12 00 SD-01 Preconstruction Submittals
1.5.1.1 G AEErection Drawings
SD-02 Shop Drawings
1.5.2 G AEFabrication drawings
SD-03 Product Data 2.6.2Shop primer 2.4.1Welding electrodes and rods 2.4.2Non-Shrink Grout
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05 12 00 SD-06 Test Reports 2.6.2Class B coating 2.3Bolts, nuts, and washers 3.7.2.1Direct Tension Indicator Washer
Inspection Reports SD-07 Certificates
2.2Steel 2.3Bolts, nuts, and washers 2.5Galvanizing 1.3AISC Fabrication Plant Quality
Certification 1.3AISC Erector Quality Certification 1.5.3.1Welding procedures and qualifications 2.4.1Welding electrodes and rods
05 21 00 SD-01 Preconstruction Submittals 1.3.2Welder Qualification
SD-02 Shop Drawings
1.3.1 GSteel Joist Framing
SD-05 Design Data
2.2 GDesign Calculations
SD-06 Test Reports 3.4Erection Inspection 3.4Welding Inspections
SD-07 Certificates 1.3.2Certification of Compliance
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05 30 00 SD-02 Shop Drawings
1.3.3 G AEFabrication Drawings
SD-03 Product Data 2.2Accessories 2.1Deck Units 2.1.5Galvanizing Repair Paint 2.2.13Mechanical Fasteners 2.1.5Touch-up Paint
SD-05 Design Data
2.1 G AEDeck Units
SD-07 Certificates 1.3.2.1Fire Safety 1.3.2.2Wind Storm Resistance 1.3.1Manufacturer's Certificate
05 50 13 SD-02 Shop Drawings
2.7 G AEsteel stairs
2.7 G AEsteel stairs
2.5 GHandrails
2.3 G AEFloor gratings
2.6 G AEangles and plates
SD-03 Product Data 2.3Floor gratings 2.4Guard Posts 2.5Handrails 2.7Steel stairs 2.7Steel stairs
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06 10 00 SD-03 Product Data 1.11.1Local/Regional Materials 1.8Fire-retardant treatment
SD-06 Test Reports 1.4.3Preservative-treated
SD-07 Certificates 1.11.3Forest Stewardship Council
(FSC) Certification 1.7Preservative treatment
SD-11 Closeout Submittals 1.11.1Local/Regional Materials 1.11.2Certified Wood 1.11.3Certified Wood
06 61 16 SD-02 Shop Drawings
3.1 G AEInstallation
SD-03 Product Data 2.1Solid polymer material 1.5.1Qualifications 2.3Fabrications 1.5.2Certification 1.5.2VOC Content
SD-04 Samples
2.1 GMaterial
2.3.5 G AECounter and Vanity Tops and
Window Sills SD-06 Test Reports
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06 61 16 2.1Solid polymer material SD-07 Certificates
2.3Fabrications 1.5.1Qualifications
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3.2Clean-up SD-11 Closeout Submittals
1.3LEED Documentation 07 21 13 SD-03 Product Data
2.1 G AEBlock or board insulation
2.2Pressure sensitive tape 2.3Protection board or coating 2.4Accessories 1.3Certification
SD-08 Manufacturer’s Instructions 2.1Block or Board Insulation 2.4.1Adhesive
07 21 16 SD-03 Product Data 2.1Blanket insulation 2.2Sill sealer insulation 2.3Accessories 1.3Certification
SD-08 Manufacturer’s Instructions 3.3.1Insulation
07 22 00 SD-03 Product Data
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07 22 00 2.2 G AEFasteners
2.1 G AEInsulation
1.4.2Certification 2.1.2Recycled materials 1.4.4Local/Regional Materials
SD-07 Certificates 1.3qualifications
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07 41 13 SD-02 Shop Drawings
2.1 G AERoof and Soffit Panels
1.4.5 G AEFlashing and Accessories
1.4.5 G AEGutter/Downspout Assembly
SD-03 Product Data
2.1 G AERoof and Soffit panels
1.4.5 G AEFactory-Applied Color Finish
1.7.2 G AEAccessories
2.4 G AEAccessories
1.4.5 G AEFasteners
2.7 G AEUnderlayments
2.8 G AEGaskets and Sealing/Insulating
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2.1 G AERoof and Soffit Panels
1.4.5 G AEFactory-applied Color Finish
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07 41 13 SD-05 Design Data
1.2.1.2 G AEWind Uplift Test Report
SD-06 Test Reports
1.2.1.1 G AELeakage Test Report
2.2 G AEFactory Finish and Color
Performance Requirements SD-07 Certificates
2.1 G AERoof and Soffit Panels
2.7.1 G AESelf-Adhering Modified Bitumen
Underlayment
1.4.1 G AEQualification of Manufacturer
1.4.2 G AEQualification of Applicator
SD-08 Manufacturer’s Instructions
2.6 GINSULATION
1.4.5 GINSTALLATION MANUAL
SD-09 Manufacturer’s Field Reports
3.10.1 GManufacturer's Field Inspection
Reports
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1.8 G AEWarranties
3.11 GInformation Card
3.12 G AEDate Of Installation Wall-Mounted
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3.1.12 G AEExpansion joints
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07 60 00 3.1.10 G AEFascias
3.1.13 G AECopings
3.1.11 G AEDrip edge
SD-11 Closeout Submittals 3.5Quality Control Plan
07 84 00 SD-02 Shop Drawings
2.1 G AEFirestopping Materials
SD-06 Test Reports
3.3 GInspection
SD-07 Certificates 1.4.2Inspector Qualifications 2.1Firestopping Materials
1.4.1 GInstaller Qualifications
07 92 00 SD-03 Product Data 2.1Sealants 2.2Primers 2.3Bond breakers 2.4Backstops
SD-07 Certificates 3.3.6Sealant
08 11 13 SD-02 Shop Drawings
2.1 G AEDoors
2.1 G AEDoors
2.5 G AEFrames
2.5 G AEFrames
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08 11 13 2.7Weatherstripping SD-03 Product Data
2.1 G AEDoors
2.5 G AEFrames
2.3Accessories
08 51 13 SD-02 Shop Drawings
2.1 G AEWindows
1.10Fabrication Drawings
SD-03 Product Data
2.1 G AEWindows
2.2.8.1 G AEHardware
2.2.3 G AEFasteners
1.11 G AEWindow performance
2.3 G AEThermal-Barrier Windows
2.4 G AEMullions
2.2.10 G AEScreens
2.2.2 GWeatherstripping
2.2.8 GAccessories
2.2.4Adhesives 1.11.5Thermal performance 1.7.1Local/Regional Materials
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2.1 G AEStructural calculations for
deflection
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08 51 13 1.4.3 GDesign Analysis SD-06 Test Reports
1.4.5Minimum condensation resistance factor
1.4.5Resistance to forced entry SD-10 Operation and Maintenance Data
2.1 GWindows
1.7.2Plastic Identification
08 71 00 SD-02 Shop Drawings
1.3 G AEHardware schedule
2.3.5Keying system
SD-03 Product Data
2.3 G AEHardware items
SD-08 Manufacturer’s Instructions 3.1Installation
SD-10 Operation and Maintenance Data
1.3 GHardware Schedule
SD-11 Closeout Submittals
1.4Key Bitting 08 81 00 SD-02 Shop Drawings
3.2.3Installation SD-03 Product Data
1.7.1Insulating Glass 1.3.1Glazing Accessories
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08 81 00 1.6.1Local/Regional Materials SD-04 Samples
1.7.1Insulating Glass 2.1.4Fire/Safety Rated Glass
SD-07 Certificates 1.7.1Insulating Glass 2.1.4Fire/Safety Rated Glass 1.3.1Glazing Accessories
SD-08 Manufacturer’s Instructions 2.3Setting and sealing materials 3.2Glass setting
SD-11 Closeout Submittals 1.6.1Local/Regional Materials
08 91 00 SD-02 Shop Drawings
1.4 G AEWall louvers
1.5 G AEWall louvers
SD-03 Product Data
2.2 G AEMetal Wall Louvers
SD-04 Samples
1.4 G AEWall louvers
1.5 G AEWall louvers
09 06 90 SD-04 Samples
2.2 G AEColor Schedule
09 22 00 SD-02 Shop Drawings
2.1 G AEMetal support systems
09 24 23 SD-02 Shop Drawings
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09 24 23 3.3Lath SD-03 Product Data
3.6Proportions and Mixing SD-04 Samples
2.2Colored Stucco Finish Coat 1.4Sample Panel
SD-11 Closeout Submittals 1.2LEED Documentation
09 29 00 SD-03 Product Data 2.1.3Glass Mat Water-Resistant
Gypsum Tile Backing Board
2.1.7 G AEAccessories
1.3Certification 2.1.1Gypsum Board 2.1.6Adhesives 2.1.4Joint Treatment Materials 1.6.1Local/Regional Materials
SD-07 Certificates
2.1 GAsbestos Free Materials
SD-08 Manufacturer’s Instructions 2.1Material Safety Data Sheets
SD-10 Operation and Maintenance Data
2.1Manufacturer maintenance instructions
3.7Waste Management
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09 29 00 SD-11 Closeout Submittals 1.6.1Local/Regional Materials 2.1.1Gypsum Board 2.1.6Adhesives
09 30 13 SD-03 Product Data 1.4.1Local/Regional Materials
2.1 G AETile
2.1 G AETile
2.2 GSetting-Bed
2.4 G AEMortar, Grout, and Adhesive
SD-04 Samples
2.1 G AETile
2.1 GAccessories
2.1 GTransition Strips
2.4 G AEGrout
SD-07 Certificates 2.1Tile 2.4Mortar, Grout, and Adhesive
SD-08 Manufacturer’s Instructions 3.6Maintenance Instructions
SD-10 Operation and Maintenance Data
3.2 G AEInstallation
SD-11 Closeout Submittals
1.4.1Local/Regional Materials 1.2LEED Documentation
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09 30 13 2.1Tile 2.4Adhesives
09 51 00 SD-02 Shop Drawings 1.2Approved Detail Drawings
SD-03 Product Data 1.4Certification
SD-04 Samples 2.1Acoustical Units 2.2Suspension System 2.1.1Acoustic Ceiling Tiles
SD-07 Certificates 2.1Acoustical Units 2.1.1Acoustic Ceiling Tiles
09 65 00 SD-03 Product Data 2.3Adhesives 2.1Wall Base 1.2.2Local/Regional Materials
SD-04 Samples
2.1 G AEWall Base
SD-10 Operation and Maintenance Data
2.1 GWall Base
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1.3.1LEED Documentation 09 68 00 SD-02 Shop Drawings
3.4 GInstallation Drawings
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09 68 00 2.4 GMoldings SD-03 Product Data
2.1 G AECarpet
2.4 GMoldings
2.1.1Physical Characteristics 1.2.1Local/Regional Materials 1.2.2Environmental Data
SD-04 Samples
2.1 G AECarpet
2.4 GMoldings
SD-06 Test Reports
3.2 GMoisture and Alkalinity Tests
SD-07 Certificates 2.1Carpet 1.5Regulatory Requirements
SD-08 Manufacturer’s Instructions 3.1Surface Preparation 3.4Installation
SD-10 Operation and Maintenance Data
2.1 GCarpet
3.5 GCleaning and Protection
SD-11 Closeout Submittals 1.3LEED Documentation 1.2.1Local/Regional Materials
09 90 00 SD-02 Shop Drawings
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09 90 00 3.7Piping identification 3.7stencil
SD-03 Product Data 1.4.2Certification 1.9.1Local/Regional Materials 2.1Materials
2.1 G AECoating
2.1Manufacturer's Technical Data
Sheets SD-04 Samples
1.10 G AEColor
SD-07 Certificates
1.3Applicator's qualifications SD-10 Operation and Maintenance Data
2.1 GCoatings:
SD-11 Closeout Submittals
1.9.1Local/Regional Materials 2.1Materials
09 97 13.17 SD-05 Design Data
1.4.4.1 GEnvironmental Control System
1.4.4.2 G AEUse of Door Sheet Access Way
SD-06 Test Reports 1.4.5.1Metallic Abrasive Qualification
Test Reports 3.2.3Coating Sample Test Reports
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09 97 13.17 3.2.4Abrasive Sample Test Reports 3.10.2.2Inspection Report Forms 3.10.2.3Daily Inspection Reports 1.4.5.2Recycled Metallic Abrasive Field
Test Reports (Daily and Weekly) SD-07 Certificates
1.4.1Contract Errors, Omissions, and Other Discrepancies
1.4.2.1Corrective Action Procedures
1.4.3 G AECoating Work Plan
1.4.6.1 G AEQualifications of Certified
Industrial Hygienist (CIH)
1.4.6.5 G AEQualifications Of Individuals
Performing Abrasive Blasting
1.4.6.2 G AEQualifications of Certified
Protective Coatings Specialist
(PCS)
1.4.6.3 G…
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