A.07.24_Amendment_0001_16R0002.pdf
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- Attached to
- Hoist Rehab, Blue Mountain Lake & Dam, Arkansas River Basin, Petit Jean River, Yell County, AR
- Solicitation number
- W9127S-16-R-0002
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Amendment 0001
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| File | Type | Posted |
|---|---|---|
| A.07.24_Amendment_0002_16R0002.pdf | ||
| A.07.23_Solicitation_16R0002.pdf | ||
| A.07.23_Solicitation_16R0002.pdf | ||
| W9127S-16-R-0002_Specs.pdf | ||
| W9127S-16-R-0002_plans.pdf |
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
This amendment is to change the performance period to 240 Days after the Notice to Proceed. The CLINS & Clause 52.211-10 w ill be updated to reflect the change. Clause 52.217-7 is deleted as a result of the amendment. A copy of the correct submittal register ia also provided in this amendment. Copies of the projnet inquiries, pre-proposal conference attendance sheet & briefing slides w ill be included in this amendment. The follow ing statement is hereby added: "The estimated w eight of the hoist unit, w ire rope, and block is 6 tons."
Updated Wage Determinations will be incorporated into this amendment.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 8
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 01-Apr-2016
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9127S-16-R-0002
X 9B. DATED (SEE ITEM 11)
16-Mar-2016
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer 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
01-Apr-2016
CODE
CONTRACTING DIVISION
USACE, LITTLE ROCK (W9127S)
700 W. CAPITOL AVE, RM 7315
LITTLE ROCK AR 72201-3225
W9127S 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W9127S-16-R-0002
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SECTION 00 11 00 - SF1442 AND CLIN SCHEDULE
SUMMARY OF CHANGES
SECTION 00 11 00 - SF1442 AND CLIN SCHEDULE
The contractor period of performance end date has decreased by 125 days from 365 days to 240 days.
SECTION 00 21 00 - INSTRUCTIONS, CONDITIONS & NOTICES TO OFFERORS
The following Delivery Schedule item for CLIN 0001 has been changed from:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
180 dys. ADC 1 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
To:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
240 dys. ADC 1 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
The following Delivery Schedule item for CLIN 0002 has been changed from:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
180 dys. ADC 1 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
To:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
240 dys. ADC 1 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
The following Delivery Schedule item for CLIN 0003 has been changed from:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
180 dys. ADC 1 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
To:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
240 dys. ADC 1 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
The following Delivery Schedule item for CLIN 0004 has been changed from:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
180 dys. ADC 1 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
To:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
240 dys. ADC 1 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
The following Delivery Schedule item for CLIN 0005 has been changed from:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
180 dys. ADC 1 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
To:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
240 dys. ADC 1 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
The following Delivery Schedule item for CLIN 0006 has been changed from:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
180 dys. ADC 10 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
To:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
240 dys. ADC 10 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
The following Delivery Schedule item for CLIN 0007 has been changed from:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
180 dys. ADC 10 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
To:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
240 dys. ADC 10 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
The following Delivery Schedule item for CLIN 0008 has been changed from:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
180 dys. ADC 10 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
To:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
240 dys. ADC 10 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
The following Delivery Schedule item for SUBCLIN 0009AA has been changed from:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
180 dys. ADC 10 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
To:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
240 dys. ADC 10 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
The following Delivery Schedule item for SUBCLIN 0009AB has been changed from:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
180 dys. ADC 10 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
To:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
240 dys. ADC 10 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
The following Delivery Schedule item for SUBCLIN 0009AC has been changed from:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
180 dys. ADC 10 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
To:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
240 dys. ADC 10 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
The following Delivery Schedule item for CLIN 0010 has been changed from:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
180 dys. ADC 10,000 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
To:
DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC
240 dys. ADC 10,000 BLUE MOUNTAIN LAKE BRANCH-NBPO
PROJECT OFFICE
ROUTE 1 BOX 173AA
2 MI SW OF HWY 10 AT BLUE MTN DAM
WAVELAND AR 72842
FOB: Destination
967159
SECTION 00 72 00 - CONTRACT CLAUSES
The following have been deleted:
52.217-7 Option For Increased Quantity-Separately Priced Line Item MAR 1989
SECTION 00 73 00 - SPECIAL CONTRACT REQUIREMENTS
The following statement is added: The estimated weight of the hoist unit, wire rope & block is 6 tons
The following have been modified:
52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)
M4CT9MDM
Highlight
The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 240 calendar days after acknowledgment of the notice to proceed. The time stated for completion shall include final cleanup of the premises.
(End of clause)
(End of Summary of Changes)
SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 9 PAGES
Hoist Rehab - Blue Mountain
01 33 00 SD-01 Preconstruction Submittals
1.10 GSubmittal Register
01 35 26 SD-01 Preconstruction Submittals
1.6 GAccident Prevention Plan (APP)
1.7 GActivity Hazard Analysis (AHA)
1.6.1 GCrane Critical Lift Plan
1.5.1.2 GCrane Operators
SD-06 Test Reports
1.11Notifications and Reports
1.11.2 GAccident Reports
1.11.3Crane Reports
SD-07 Certificates
Confined Space Entry Permit
Hot work permit
License Certificates
01 45 00.00 10 SD-01 Preconstruction Submittals
3.2 GContractor Quality Control (CQC)
Plan
01 57 20.00 10 SD-01 Preconstruction Submittals
1.7 GEnvironmental Protection Plan
01 78 00 SD-03 Product Data
1.2.2As-Built Record of Equipment and Materials
1.5.1Warranty Management Plan
1.5.4Warranty Tags
1.3Spare Parts Data
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 9 PAGES
01 78 00 SD-08 Manufacturer’s Instructions
1.4Preventative Maintenance
1.4Condition Monitoring (Predictive
Testing)
1.4Inspection
Instructions
SD-10 Operation and Maintenance
Data
1.6Operation and Maintenance
Manuals
SD-11 Closeout Submittals
1.2.1Record Drawings
02 82 14.00 10 SD-02 Shop Drawings
1.3 GDetailed Drawings
SD-03 Product Data
3.10.3.1 GAsbestos Waste Shipment
Records
GWeight Bills and Delivery Tickets
2.1Encapsulants
1.8.1Respiratory Protection Program
3.10Cleanup and Disposal
1.5.1 GQualifications
1.9Training Program
1.7.1Licenses, Permits and
Notifications
3.10.3.2 GAsbestos Management Plan
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
SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 9 PAGES
02 82 14.00 10 SD-06 Test Reports
3.8Exposure Assessment and Air
Monitoring
1.6.3Local Exhaust System
SD-07 Certificates
1.6.3Local Exhaust System
2.1Encapsulants
1.8Medical Surveillance
Requirements
02 83 13.00 20 SD-01 Preconstruction Submittals
1.5.2.3 GOccupational and Environmental
Assessment Data Report
1.5.2.2 GLead Compliance Plan
1.5.1.1Competent Person
1.5.1.2Training Certification
1.5.2.8 GLead waste management plan
3.5.2.1written evidence
1.5.2.4Medical Examinations
SD-06 Test Reports
1.5.2.3sampling results
1.5.2.3Occupational and Environmental
Assessment Data Report
SD-07 Certificates
1.5.1.3Testing laboratory
Occupant Notification
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 4 OF 9 PAGES
02 83 13.00 20 1.5.1.4Third party consultant qualifications
3.5.1.1Clearance Certification
SD-11 Closeout Submittals
3.5.2.1hazardous waste manifest
3.5.2.1turn-in documents or weight tickets
05 50 15 SD-02 Shop Drawings
2.1Miscellaneous Metals and
Standard Metal Articles
2.2Shop Fabricated Metal Items
SD-03 Product Data
2.1Miscellaneous Metals and
Standard Metal Articles
2.2Shop Fabricated Metal Items
09 90 00 SD-03 Product Data
Certification
2.1 GCoating
2.1Manufacturer's Technical Data
Sheets
Sealant
SD-04 Samples
1.8 GColor
SD-07 Certificates
1.3Applicator's qualifications
SD-08 Manufacturer’s Instructions
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
SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 9 PAGES
09 90 00 3.2.1Application instructions
3.4.2Mixing
1.6.2Manufacturer's Material Safety
Data Sheets
SD-10 Operation and Maintenance
Data
2.1 GCoatings:
35 01 41.00 10 SD-01 Preconstruction Submittals
1.4.1Purchase Agreements
3.7 GShop Test Information
GShop Load Test Rig and Location
3.10.1Installation and Alignment
Procedure
3.10.6Gate Position Settings on Limit
Switches
3.9.2Equipment Protection Plan
2.1.4 GMaterials List
3.10.2 GCommissioning
3.10.5 GOperating Test Procedure
3.12Pre-functional Checklist
3.12Functional Checklist
SD-02 Shop Drawings
2.1.4 GDetail Drawings
2.4.3Reducer Shafts
2.7.1Key fit and shaft bores
SD-03 Product Data
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 6 OF 9 PAGES
35 01 41.00 10 2.1.4 GManufacturer's Literature and
Equipment Data
SD-05 Design Data
GContractor Designed Gearing
2.4.9Lubricating oil for speed reducers
SD-06 Test Reports
2.9.1.2Bull Type Gears
Electric motors
3.10.2 GFinal Operating Test
3.10.2 GFinal Operating Test
3.10.5 GFinal Operating Test
3.10.5 GFinal Operating Test
3.12Startup and Acceptance Test
Magnetic Particle Examination
3.10.7Tooth Contact Patterns
3.3Inspection log
2.15Shop Assembly and Tests
3.10.7Final Alignment Test Report
SD-07 Certificates
1.3.1Equipment Manufacturer's and
Fabricator's Qualifications
3.8Qualification of Welders and
Welding Operators
3.13Equipment Warranty
3.4.1Nondestructive Examination
Certification
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 7 OF 9 PAGES
35 01 41.00 10 3.5Gear certification
Drum geometry for synchronous drums
3.12Commissioning Document
SD-10 Operation and Maintenance
Data
3.14 GOperations and Maintenance
(O&M) Manual
35 01 70.13 SD-01 Preconstruction Submittals
1.2.1 GWire Rope Work Plan
1.2.2 GWire Rope Safety Plan
2.1 GManufacturer's Qualifications
1.4 GSupervisor's Qualifications
SD-02 Shop Drawings
2.1.10 GEnd Terminations
SD-03 Product Data
2.2 GLubrication
2.1.3 GPre-Stretching
GEnd Termination Attachment
Method
SD-06 Test Reports
2.1.11 GTension Testing
2.1.12 GAttaching and Proof Loading
Terminations
2.1.4 GWire Strength and Ductility
2.1.5 GPre-forming
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
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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 9 PAGES
35 01 70.13 2.1.6 GStress Relief '(Wrapping Test)'
2.1.10 GEnd Terminations
SD-07 Certificates
1.7Warranty
2.1.2 GType of Wire Rope
2.1.11 GTension Testing Equipment
35 20 20 SD-02 Shop Drawings
2.4 GController
2.6 GLimit Switch
2.1 GHoist Motor
2.5 GControl Stations
2.2.6 GBrake Enclosing Case
SD-03 Product Data
2.1 GHoist Motor
2.2 GBrake
2.6 GLimit Switch
2.4.7.2 GOverload Relays
2.4 GController
2.5 GControl Stations
2.4.5.1 GWiring
2.7.1 GConductors
2.1.7 GTerminal Leads
2.4.5.2 GTerminal Blocks
2.1.9 GMotor nameplates
2.4.12 GEquipment and Door Nameplates
SD-06 Test Reports
SUBMITTAL REGISTER
CONTRACT NO.
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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 9 PAGES
35 20 20 2.9Tests
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CONTRACT NO.
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3/31/2016
US Army Corps of Engineers
BUILDING STRONG®
Pre-Proposal Conference:
Solicitation NO: W9127S-16-R-0002
Project Name: Hoist Rehab Blue Mountain Lake & Dam, Arkansas River Basin, Petit
Jean River, Yell Conty, AR Marcus Mitchell
Contract Specialist
Little Rock District
28 March 2016
BUILDING STRONG®2
Agenda
Introductions
Purpose of Pre-Proposal Conference
Contract Terms & Conditions
Proposal Submission Requirements
Proposal Evaluation
BUILDING STRONG®3
Purpose of Pre-Proposal Conference
FAR Part 15.201 – A pre-proposal conference is a technique used to promote the early exchange of information.
Exchanges of information among all interested parties, from the earliest identification of a requirement through receipt of proposals, are encouraged. Any exchange of information must be consistent with procurement integrity requirements.
The purpose of exchanging information is to improve the understanding of Government requirements and industry capabilities, thereby allowing potential offerors to judge whether or how they can satisfy the Government’s requirements, and enhancing the Government’s ability to obtain quality supplies and services at reasonable prices, and increase efficiency in proposal preparation, proposal evaluation, negotiation, and contract award.
BUILDING STRONG®4
Ground Rules There will be NO questions at this conference to allow for fair and even access to all information pertaining to this project.
Offerors will submit their questions after the conference for any technical and contractual type questions via the Projnet site. https://www.projnet.org/projnet
For Bidder’s inquires for a Request for Information (RFI) Review has been set up for this solicitation in ProjNet. The Bidder’s Key to access this solicitation is: G5TPZP-S7KB3C.
The RFI is open from March 16, 2016– March 30, 2016, 2:00 pm CT.
BUILDING STRONG®
Statement of Need IAW with the Government FAR clause 52.215-1, Instructions to
Offerors, the Government intends to make award based on initial offers, but reserves the right to conduct discussions with all offerors determined to be part of the competitive range, should the source selection official deem discussions necessary.
This is a requirement to rehab 3 gate hoist units at Blue Mountain Dam
The base bid includes servicing 3 gate hoist units, training, engineering & design, & miscellaneous items (Machinist Hire, Welding, skilled craftsmen, electrical, & Transportation services, equipment rental & parts & materials
BUILDING STRONG®
Contract Type
Firm Fixed Price Contract
This is a Lowest Price Technically Acceptable (LPTA) selection conducted in accordance with Federal Acquisition Regulation (FAR) 15.101-2, Source Selection, as supplemented by the Defense Federal Acquisition Regulation Supplement (DFARS), and the Army Federal Acquisition Regulation Supplement (AFARS).
BUILDING STRONG®
Contract Terms & Conditions
FAR Clause 52.211-10 & 1000-4010 – Fill Ins
FAR Clause 52.211-12 – Fill In
FAR Clause 52.228-1 – Fill In
BUILDING STRONG®
Proposal Submission Instructions
Section 00 21 00, Instructions, Conditions & Notices to Offerors - Preparation of Proposals – Construction
Each Offeror must submit a Non-Price Factor Proposal (Sub Factor 1.1) Experience, (Sub Factor 1.2) Filter Data & (Sub Factor 2.1) Past Performance and a Price Proposal. These proposals must be submitted in separate binders
BUILDING STRONG®
Technical/Performance Proposal
Each set shall be organized using the tabs specified in Section 00 21 00:
Non-Price Factors Proposal
FACTOR 1 –TECHNICAL
SUB FACTOR 1.1 – Experience
SUB FACTOR 1.2 – Personnel
FACTOR 2 – PAST PERFORMANCE
SUB FACTOR 2.1 – Past Performance
BUILDING STRONG®
Price Proposal
Each set shall be organized using the tabs specified below:
Price Proposal
PRICE AND PRO FORMA INFORMATION
- Price (CLIN Schedules, SF1442(Proposal), Acknowledged Amendments)
- N/A - Certifications/Representations
- N/A - Pre-Award Survey
► (A Bid Bond will need to be submitted with the price proposal)
BUILDING STRONG®
Proposal Evaluation
The SSEB will evaluate the proposals and assign a rating of acceptable or unacceptable for each evaluation factor, except that performance risk ratings are assigned to past performance
BUILDING STRONG®
Discussions
DISCUSSIONS. The Government does not intend to enter into discussions with offerors prior to determining those contractors within the competitive range, in accordance with FAR 52.215-1, Instructions to Offerors—Competitive Acquisitions.
A “Competitive Range” is a subjective determination of the most highly rated proposals in the event that the Government decides that discussions with competing firms are required or are considered to be in the Government’s best interests. In such an event, the Contracting Officer will establish a competitive range of all the most highly rated proposals.
BUILDING STRONG®
Typical Proposal Shortfalls
Proposal Instructions not followed.
Statements in the proposal are not well supported.
Proposals are not well organized and makes the evaluator hunt for the information.
Deficiencies preclude award. Proposal is non-compliant to the requirements.
Not acknowledging Amendments
Not signing Proposal .
BUILDING STRONG®
Schedule of Events
Solicitation release date March 16, 2016
Pre-proposal conference March 29, 2016
Deadline for receipt of questions August 30, 2016
Deadline for submission of proposals April 14, 2016
1:00 PM CST
Anticipated date of award May 13, 2016
BUILDING STRONG®
Follow-on Communications All follow-on communications shall be coordinated via the Contracting Officer and/or Contract Specialist listed below:
Contracting Officer
Jonathan Sawrie
Telephone Number: (501) 340-1045 Email: jonathan.j.sawrie@usace.army.mil
Contract Specialist
Marcus Mitchell
Telephone Number: (501) 340-1253
Email: marcus.d.mitchell@usace.army.mil
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
Bid Inquiry Technical Evaluators Report Closed Inquiries
Project: Gate Hoist Rehab, Blue Mountain Dam, Yell County, AR Review: RFI Review (00001) (sorted by CommentID ) Displaying 23 inquiries.
Id Discipline Sheet Detail Spec 6456085 Contracting Section 00 11 00 CLIN Schedule Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
The scope (Section 01 11 00 Page 2) specifies that any additional work recommendations list the "required costs for said work correlating to miscellaneous CLIN items". If the additional work requires cost activities beyond pure trade hours (such as engineering, testing, quality, logistics, etc.) (for example, fabrication of a new drum), would we include that cost using CLIN Line Item 0010, or another method? Please clarify
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. If there are any man hours required other than those listed as CLIN items like engineering, testing, etc., those charges are considered as part of the drum manufacturing and those costs will be included as such. By: Joseph Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324- 5597) On: Mar 30 2016
1-1 Government Response. If there are any man hours required other than those listed as CLIN items like engineering, testing, etc., those charges are considered as part of the drum manufacturing and those costs will be included as such. On: Mar 30 2016 Current Request Status: Request Closed
Information for this report is procurement sensitive.
6456090 Contracting Section 00 20 00 Delivery Information Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
1.2. Section 00 21 00 Delivery Information: Deliver Date for all CLINs is listed as "180 dys. ADC". However, Per Sec 00 73 00 (Item 11 of the Form 1442), 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984).... The completion period is "(c) complete the entire work ready for use not later than 365 calendar days after acknowledgment of the notice to proceed." Please clarify.
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. The actual performance period is 240 days after acknowledgment of the Notice to Proceed. An amendment will be issued to correct the performance period in the Clause 52.211-10 & the CLINS. By: Marcus Mitchell; SWL Contracting Division; (501-340-1253) On: Mar 30 2016
1-1 Government Response. The actual performance period is 240 days after acknowledgment of the Notice to Proceed. An amendment will be issued to correct the performance period in Clause 52.211-10 & the CLINS. On: Mar 30 2016 Current Request Status: Request Closed
Information for this report is procurement sensitive.
6456095 Specifications Section 01 00 50 Part 1.1 Submittal Register Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
The submittal register contained in the Specifications appears to be from another project. Is this intended to be a sample, or is there a specific Submittal Register for this project that can be provided?
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. Will supply an amendment with the submittal. By: Joseph Maresh; SWL
Mechanical/Electrical Section - Des Br; (501-324-5597) On: Mar 30 2016 1-1 Government Response. Will supply an amendment with the submittal. On: Mar 30 2016
Current Request Status: Request Closed Information for this report is procurement sensitive.
6456109 Specifications Section 01 11 00 - Summary of Work Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
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Please clarify the drawings requirement. (see Section 35 01 41.00.10 / Para 2.1.4 ) (i.e., are the drawings limited to individual drawings pertaining to the new/replacements items only)(This may be answered if a project-specific Submittal Register is supplied)?
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. The applies to work being done not on components the are being tested. Like the drum: only would need drawings if you had to make a new drum. Where you are replacing as-is parts like bearings and seals; you do not need drawings. The new electrical, controls, elevation readout, other new components require drawings. By: Joseph Maresh; SWL Mechanical/Electrical Section - Des Br;
(501-324-5597) On: Mar 30 2016
1-1 Government Response. This applies to work being done not on components that are being tested. Like the drum: only would need drawings if you had to make a new drum. Where you are replacing as-is parts like bearings and seals; you do not need drawings. The new electrical, controls, elevation readout, other new components require drawings. On: Mar 30 2016 Current Request Status: Request Closed
Information for this report is procurement sensitive.
6456116 Specifications Section 01 11 00 Summary of Work Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
1.1.1.1 c. - Spare plug-in pendent – Is it correct that the total quantity of spare pendent for the project is one (1)?
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. Total of 4 pendents. One spare pendent. By: Joseph Maresh; SWL
Mechanical/Electrical Section - Des Br; (501-324-5597) On: Mar 30 2016 1-1 Government Response. Total of 4 pendents. One spare pendent. On: Mar 30 2016
Current Request Status: Request Closed Information for this report is procurement sensitive.
6456119 Specifications 2.2. SECTION 01 11 00 - SUMMARY OF WORK Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
1.1.1.1 d. - Is there a specification for the position indicating system?
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. Electrical drawing describes the part of the system.
Allowing the engineering, with the manufacturer's recommendations, some flexibility in the design of the system. Trying to stay away from a PLC if possible. By: Joseph Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324-5597) On: Mar 30 2016
1-1 Government Response. Electrical drawing describes the part of the system.
Allowing the engineering, with the manufacturer's recommendations, some flexibility in the design of the system. Trying to stay away from a PLC if possible. On: Mar 30 2016 Current Request Status: Request Closed
Information for this report is procurement sensitive.
6456122 Specifications 2.2. SECTION 01 11 00 - SUMMARY OF WORK Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
1.1.1.1.f. – Is it correct that there is to be one (1) the 8 hour training session?
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. One training is required and can be done after first unit is installed. By: Joseph
Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324-5597) On: Mar 30 2016 1-1 Government Response. One training is required and can be done after first unit is installed. On: Mar 30
Current Request Status: Request Closed
Information for this report is procurement sensitive.
6456126 Specifications 2.2. SECTION 01 11 00 - SUMMARY OF WORK Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
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1.1.1.2 Hoist work. Please confirm that Project personnel will disconnect each hoist from the load (gate) prior to handover to contractor.
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. USACE personnel will operate the crane to install or remove the emergency gate, operate the hoist to dogg of the gate, pull the pin that attaches to the gate. Only time the contractor shall operate the hoist attached to a gate is during the operational test of each hoist. USACE personnel will help contractor connect to each gate for operational test. Contractor shall coordinate as much as possible the timing required to work with USACE personnel. By: Joseph Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324-5597) On: Mar 30 2016
1-1 Government Response. USACE personnel will operate the crane to install or remove the emergency gate, operate the hoist to dogg of the gate, pull the pin that attaches to the gate. Only time the contractor shall operate the hoist attached to a gate is during the operational test of each hoist. USACE personnel will help contractor connect to each gate for operational test. Contractor shall coordinate as much as possible the timing required to work with USACE personnel. On: Mar 30 2016 Current Request Status: Request Closed
Information for this report is procurement sensitive.
6456132 Specifications 2.2. SECTION 01 11 00 - SUMMARY OF WORK Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
1.1.1.2. Hoist Work. Do O&M manuals for the hoists exist, and can they be provided?
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. There are O&M manuals and can be awarded after award. The manuals do not have any model numbers for components in it. By: Joseph Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324-5597) On: Mar 31 2016
1-1 Government Response. There are O&M manuals and can be provided after award. The manuals do not have any model numbers for components in it. On: Mar 31 2016 Current Request Status: Request Closed
Information for this report is procurement sensitive.
6456137 Specifications 2.2. SECTION 01 11 00 - SUMMARY OF WORK Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
1.1.1.2. Hoist Work. Do complete specs for the hoists (especially part numbers and/or specifications for the items to be replaced such as bearings and bushings) exist and can they be provided?
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. There is an O&M manual at the project office. Not sure if the individual components are called out. First hoist will take longer due to ordering of parts for the hoist to get part numbers off the components once removed. By: Joseph Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324-5597) On: Mar 30 2016
1-1 Government Response. There is an O&M manual at the project office. Not sure if the individual components are called out. First hoist will take longer due to ordering of parts for the hoist to get part numbers off the components once removed. On: Mar 31 2016 Current Request Status: Request Closed
Information for this report is procurement sensitive.
6456147 Specifications 2.2. SECTION 01 11 00 - SUMMARY OF WORK Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
1.1.1.2 b. Wire Rope. Is it correct to assume that there are no other inspection or testing requirements for the existing Wire Rope apart from a visual inspection only? If not, please specify the inspection and/or testing procedure/requirements.
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. Visual inspection only unless something is found that would require more testing.
That would be paid for using the Miscellaneous CLIN items. By: Joseph Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324-5597) On: Mar 30 2016
1-1 Government Response. Visual inspection only unless something is found that would require more testing.
That would be paid for using the Miscellaneous CLIN items. On: Mar 31 2016
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Current Request Status: Request Closed Information for this report is procurement sensitive.
6456151 Specifications 2.2. SECTION 01 11 00 - SUMMARY OF WORK Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
1.1.1.2 c. Inspection of the existing gearbox. Is it correct that there are no NDT requirements for the gearbox?
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. Correct, unless the report required more testing which will be paid using
Miscellaneous CLIN items. By: Joseph Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324- 5597) On: Mar 30 2016
1-1 Government Response. Correct, unless the report required more testing which will be paid using Miscellaneous CLIN items. On: Mar 31 2016 Current Request Status: Request Closed
Information for this report is procurement sensitive.
6456155 Specifications 2.2. SECTION 01 11 00 - SUMMARY OF WORK Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
2.2.7. Para 1.1.1.2 c. Gearbox. Are the manufacturer specs (including part numbers) for the gearbox available and can they be provided?
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. The are no specs or part numbers in the O&M manual for the gearbox. By:
Joseph Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324-5597) On: Mar 31 2016 1-1 Government Response. There are no specs or part numbers in the O&M manual for the gearbox. On:
Mar 31 2016 Current Request Status: Request Closed
Information for this report is procurement sensitive.
6456168 Specifications 2.2. SECTION 01 11 00 - SUMMARY OF WORK Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
1.1.1.2 d. Exposed Gearing.
Is it correct that there is no NDT requirement for the existing gears? (See 35 01 10.00 10 - 3.4.4 for NDT of new gearing only)
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. Existing gears are visually inspected unless the inspection report calls for NDT inspection which will be paid using Miscellaneous CLIN items. By: Joseph Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324-5597) On: Mar 30 2016
1-1 Government Response. Existing gears are visually inspected unless the inspection report calls for NDT inspection which will be paid using Miscellaneous CLIN items. On: Mar 31 2016 Current Request Status: Request Closed
Information for this report is procurement sensitive.
6456180 Specifications 2.2. SECTION 01 11 00 - SUMMARY OF WORK Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
1.1.1.2 d. Replace all bearings. Please advise if the replacement bearings are to match original only or to match service specifications in Division 35 01 41.00 10 / 2.4.4 as well?
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. To match original size of bearing but match service specifications for bearing.
By: Joseph Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324-5597) On: Mar 30 2016 1-1 Government Response. To match original size of bearing but match service specifications for bearing.
On: Mar 31 2016 Current Request Status: Request Closed
Information for this report is procurement sensitive.
6456183 Specifications 2.2. SECTION 01 11 00 - SUMMARY OF WORK
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Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
1.1.1.2 h & I. New power. It was noted during the site visit, and apparent from the drawings, that the breaker panel for the hoists appears to have been replaced (possibly in the 80's). Is it known whether the wiring from the panel to the hoists was replaced as well (or not)?
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. It was a complete electrical replacement in the building. The wiring from the panel to the plug under the hoists was replaced. The wiring on each hoist was not included. By: Joseph Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324-5597) On: Mar 30 2016
1-1 Government Response. It was a complete electrical replacement in the building. The wiring from the panel to the plug under the hoists was replaced. The wiring on each hoist was not included. On: Mar 31 Current Request Status: Request Closed
Information for this report is procurement sensitive.
6456189 Specifications 2.2. SECTION 01 11 00 - SUMMARY OF WORK Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
1.1.1.2q. Testing. Please confirm that the testing requirements are those found in Div. 35 01 41.00 10 / 2.16.1 Testing and 3.7 Load Testing
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. There is testing all through PART 3 EXECUTION. Wire rope, drum, gears, etc.
components are tested if new components are required. There 3.10 and 3.12 that has to be done. By:
Joseph Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324-5597) On: Mar 30 2016
1-1 Government Response. There is testing all through PART 3 EXECUTION. Wire rope, drum, gears, etc.
components are tested if new components are required. There 3.10 and 3.12 that has to be done. On: Mar 31 2016 Current Request Status: Request Closed
Information for this report is procurement sensitive.
6456193 Specifications 2.2. SECTION 01 11 00 - SUMMARY OF WORK Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
1.1.1.2 s. Painting. Is the gearbox to be re-painted?
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. Any steel on the hoist is repainted including gearbox. I would assume all the paint has lead-base paint. By: Joseph Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324- 5597) On: Mar 30 2016
1-1 Government Response. Any steel on the hoist is repainted including gearbox. I would assume all the paint has lead-base paint. On: Mar 31 2016 Current Request Status: Request Closed
Information for this report is procurement sensitive.
6456198 Specifications Section 01 35 26. Safety Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
3.3.4 Guardrails and safety nets. Is it correct that the guardrails and safety grates (for the gate shaft opening where the hoist sits)already present at the site are sufficient for this requirement while the hoist is absent (shaft is open)?
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. That is correct.
The capacity is 11,000 pounds with a dual wheel truck on the grate for loading the hoist in the building.
By: Joseph Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324-5597) On: Mar 30 2016
1-1 Government Response. That is correct.
The capacity is 11,000 pounds with a dual wheel truck on the grate for loading the hoist in the building. On:
Mar 31 2016 Current Request Status: Request Closed
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Information for this report is procurement sensitive.
6456212 Specifications Section 35 01 41.00 10 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
3.4.2 Nondestructive Testing (NDT) for Flaws. Please specify what components are to be ultrasonically tested per this section.
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. We call out NDT testing of certain components but most components do not call out which test to perform. Most time we use contractor recommendations. Sometimes will use all UT because contractor has the equipment present. By: Joseph Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324-5597) On: Mar 30 2016
1-1 Government Response. We call out NDT testing of certain components but most components do not call out which test to perform. Most time we use contractor recommendations. Sometimes will use all Ultrasonic Testing because contractor has the equipment present. On: Mar 31 2016 Current Request Status: Request Closed
Information for this report is procurement sensitive.
6456253 Specifications Section 35 01 41.00 10 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
3.4.3 Quality Assurance Measurement. Please clarify applicability of this specification and Table 2 Notes d) and e).
On: Mar 30 2016. Forward request by email.
1-0 Evaluation Concurred. 3.4.3 is used if you have to make a bearing, pin, drum, or other component that requires boring or cutting. Not used for purchased components like off-the-shelf bearings. By: Joseph Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324-5597) On: Mar 30 2016
1-1 Government Response. 3.4.3 is used if you have to make a bearing, pin, drum, or other component that requires boring or cutting. Not used for purchased components like off-the-shelf bearings. On: Mar 31 2016 Current Request Status: Request Closed
Information for this report is procurement sensitive.
6458071 General N/A N/A N/A Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
Is it possible to extend the bid date by 1 week?
On: Mar 31 2016. Forward request by email.
1-0 Evaluation Concurred. The due date for proposals will not be extended. By: Marcus Mitchell; SWL
Contracting Division; (501-340-1253) On: Mar 31 2016 1-1 Government Response. The due date for proposals will not be extended. On: Mar 31 2016
Current Request Status: Request Closed Information for this report is procurement sensitive.
6458606 Specifications Section 01 11 00 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)
"1.1.1.2 q. Upon completion of each hoist rehabilitation, contractor shall perform performance and load testing.
Contractor shall design load test and specify location." Clarification from a previous question. We see that the specifications for performance testing are noted in Section 35 01 41.00 10 / 2.15.1. Please confirm that the load test requirements listed in 3.7 - Hoisting machinery and Drum Shop Load Test" are to be utilized for these tests.
On: Mar 31 2016. Forward request by email.
1-0 Evaluation Concurred. 3.7 is the actual factory load test for each hoist. There is a separate operational test in the field. By: Joseph Maresh; SWL Mechanical/Electrical Section - Des Br; (501-324-5597) On:
Mar 31 2016
1-1 Government Response. 3.7 is the actual factory load test for each hoist. There is a separate operational test in the field. On: Mar 31 2016 Current Request Status: Request Closed
Information for this report is procurement sensitive.
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Report Complete
UNCLASSIFIED\\FOR OFFICIAL USE ONLY
Patent 11/892,984 ProjNet property of ERDC since 2004.
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General Decision Number: AR160114 04/01/2016 AR114
Superseded General Decision Number: AR20150114
State: Arkansas
Construction Type: Building Building Construction
Counties: Marion, Newton, Searcy and Yell Counties in Arkansas.
BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).
Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Modification Number Publication Date 0 01/08/2016 1 02/26/2016 2 04/01/2016
BOIL0069-001 01/01/2014
Rates Fringes
BOILERMAKER......................$ 25.37 20.58
CARP4004-001 01/01/2011
Rates Fringes
CARPENTER, Includes Drywall Hanging, and Form Work...........$ 20.50 7.66
IRON0321-005 08/01/2013
Rates Fringes
IRONWORKER, STRUCTURAL
(excluding metal building erection)........................$ 18.50 15.50
PLUM0029-003 05/01/2014
Newton County
4/1/2016http://www.wdol.gov/wdol/scafiles/davisbacon/AR114.dvb?v=2
Rates Fringes
PIPEFITTER, Excludes HVAC Pipe Installation................$ 23.75 7.38
* PLUM0155-004 09/01/2015
Marion, Searcy, and Yell Counties
Rates Fringes
PIPEFITTER, Excludes HVAC Pipe Installation................$ 25.57 8.78
ROOF0020-018 03/01/2015
Rates Fringes
ROOFER...........................$ 21.00 5.86
SFAR0669-001 01/01/2016
Rates Fringes
SPRINKLER FITTER (Fire Sprinklers)......................$ 24.29 17.22
SUAR2008-111 11/20/2008
Rates Fringes
BRICKLAYER.......................$ 16.63 0.00
CEMENT MASON/CONCRETE FINISHER...$ 11.17 0.00
ELECTRICIAN......................$ 13.86 1.79
HVAC MECHANIC (Installation of HVAC Duct and Unit)...........$ 10.80 0.40
IRONWORKER, REINFORCING..........$…
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