W912WJ18B0006_Amendment_0003.pdf

PDF 3 MB Posted Sep 5, 2018

Attached to: Access Road and Wall Barrier Construction, Raymark Phase 2A, Stratford, CT
Solicitation number: W912WJ18B0006
Issued by: Department of the Army Corps of Engineers Engineering District New England

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Amendment 0003

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File	Type	Posted
BidAbstract.pdf	PDF	Oct 29, 2018
Bid_Summary.pdf	PDF	Oct 25, 2018
Amend0009_Attachment_1_-_Contract_Plating_Phase_II_Environmental_Site_Assessment_Summary.pdf	PDF	Oct 15, 2018
AMendment_0009.pdf	PDF	Oct 15, 2018
Amend0009_Attachment_2_-Raymark_-_Contract_Plating_Data_AECOM_25_SEP_2018.pdf	PDF	Oct 15, 2018
Amendment_0008.pdf	PDF	Oct 12, 2018
Amendment_0007.pdf	PDF	Oct 3, 2018
Amendment_0006.pdf	PDF	Sep 27, 2018
Amendment_0005.pdf	PDF	Sep 13, 2018
Amendment_0004.pdf	PDF	Sep 7, 2018
Amendment_0002.pdf	PDF	Aug 24, 2018
W912WJ18B0006_Solicitation.pdf	PDF	Aug 9, 2018
Amendment_0001.pdf	PDF	Aug 9, 2018
Drawings.pdf	PDF	Aug 9, 2018
Specifications.pdf	PDF	Aug 9, 2018

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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 issued to provide responses to Requests for Information (RFIs) and updates to Plans. The bid opening date/time is extended. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 15

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

16C. DATE SIGNED

BY 05-Sep-2018

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 W912WJ18B0006

X 9B. DATED (SEE ITEM 11)

26-Jul-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

05-Sep-2018

CODE

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

W912WJ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912WJ18B0006

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 11-Sep-2018 01:00 PM to 18-Sep-2018 01:00 PM

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0003

Amendment 0003

1. Since the grading limits shown on the plan for the access road falls within 50’ of the centerline of the Metro North Railroad track in some areas, will the contractor be required to procure a railroad protective liability insurance policy and will the project require railroad flaggers?

GOVERNMENT RESPONSE: All work is to be done on the Town Owned Properties formerly Contract Plating or the Raymark Ballfield and are not to encroach on the Railroad properties shown on the plans.

Railroad protective liability insurance and railroad flaggers are not required for work on the Town properties.

2. Will railroad insurance be required by gov't?

GOVERNMENT RESPONSE: Railroad insurance is not required.

3. Is there any PLA's that need to be adhered to or only the Wage rates posted in solicitation?

GOVERNMENT RESPONSE: This contract does not have a PLA requirement. Please adhere to the wage determination included in the solicitation.

4. Deadline date for questions to be submitted to USACE?

GOVERNMENT RESPONSE: RFIs received after September 5, 2018 may not be addressed.

5. Does this project qualify for tax exempt status?

GOVERNMENT RESPONSE: The contractor may submit to the Contracting Officer a request for tax exemption, on the applicable form, in accordance with state requirements.

6. Will the Contractor be granted access to the site via the two existing gates located along Frog Pond

Lane (OU4 gate and Pedestrian baseball field gate) to gain better access to build and install the Sound Barrier walls?

GOVERNMENT RESPONSE: Yes

7. A 20’ wide strip is shown for clearing and grubbing along the property line and the proposed sound barrier wall alignment. This may be insufficient to facilitate access for installation of the wall. Will USACE allow for a 30’ wide cleared area to better facilitate access?

GOVERNMENT RESPONSE: The awardee may submit a plan showing additional clearing proposed for required construction. USACE anticipates approval of said plan as long as it is the minimum necessary for efficient construction of the work.

8. It appears that the shafts for the sound wall will encounter a large amount of rock. In drilling them, should we assume that the rock material can be left behind on the site?

GOVERNMENT RESPONSE: YES

9. Will excavated soil during the full depth reconstruction of a section of Longbrook Avenue (shown on the drawings) be considered contaminated or can we assume to reuse this soil onsite in the fill areas?

GOVERNMENT RESPONES: USACE assumes Longbrook Avenue is uncontaminated.

AMENDMENT 0003 REVISED PLANS

PLANS:

1. Amend Plan Sheet CD-102 titled “DEMOLITION PLAN 2 OF 2” according to the changes noted in the Revision Block under Revision Number 1.

2. Amend Plan Sheet C-101 titled “CONTROL POINTS AND ROADWAY LAYOUT 1 OF 2” according to the changes noted in the Revision Block under Revision Number 1.

3. Amend Plan Sheet S-101 titled “NOISE BARRIER GENERAL STRUCTURAL NOTES” according to the changes noted in the Revision Block under Revision Number 1.

4. Amend Plan Sheet S-102 titled “NOISE BARRER SCHEMATIC PLAN” according to the changes noted in the Revision Block under Revision Number 1.

5. Amend Plan Sheet S-103 titled “NOISE BARRIER #1 PLAN & PROFILE 1 of 1” according to the changes noted in the Revision Block under Revision Number 1.

6. Amend Plan Sheet S-104 titled “NOISE BARRIER #2 PLAN & PROFILE 1 of 3” according to the

7. Amend Plan Sheet S-107 titled “NOISE BARRIER #3 PLAN & PROFILE 1 OF 2” according to the

8. Amend Plan Sheet S-108 titled “NOISE BARRIER #3 PLAN & PROFILE 2 OF 2” according to the

9. Amend Plan Sheet S-109 titled “NOISE BARRIER DATA TABLES 1 OF 2” according to the changes

10. Amend Plan Sheet S-110 titled “NOISE BARRIER DATA TABLES 2 OF 2” according to the changes

20' MIN.

PROP. CLEARING

AND GRUBBING

DIRT PILE TO BE REMOVED AND

RE-GRADED (TO ASSUME CONTOURS)

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R&D FENCE

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COMPOST FILTER TUBE FOR

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AutoCAD SHX Text +90.00

AutoCAD SHX Text

AutoCAD SHX Text R= 40.00 ' Δ= 62 48'52" ' Δ= 62 48'52" Δ= 62°48'52"L= 43.85 ' T= 24.42'' T= 24.42'T= 24.42'

AutoCAD SHX Text

13.50' LT

AutoCAD SHX Text

PT STA 2+30.00

AutoCAD SHX Text L= 30.21' S70°32'52"E

AutoCAD SHX Text

PC STA 2+60.21

AutoCAD SHX Text C1

AutoCAD SHX Text T1

AutoCAD SHX Text

13.50' LT

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

TANGENT/CURVE DATA

AutoCAD SHX Text

EDGE OF PAVEMENT DATA

AutoCAD SHX Text

OFFSET

AutoCAD SHX Text R= 50.00' Δ= 71 02'10" Δ= 71°02'10"L= 61.99' T= 35.69'T= 35.69'

AutoCAD SHX Text

12.00' LT

AutoCAD SHX Text

PT STA 4+50.00

AutoCAD SHX Text L= 58.51' S62°18'37"E

AutoCAD SHX Text

PC STA 3+91.49

AutoCAD SHX Text C2

AutoCAD SHX Text T2

AutoCAD SHX Text

12.00' LT

AutoCAD SHX Text R= 100.00' Δ= 37 54'43" Δ= 37°54'43"L= 66.17' T= 34.35'T= 34.35'

AutoCAD SHX Text

PCC STA 6+89.50

AutoCAD SHX Text C3

AutoCAD SHX Text

30.55' RT

AutoCAD SHX Text

22.99' LT

AutoCAD SHX Text

PT STA 6+74.12

AutoCAD SHX Text L= 110.34' N46°38'16"E

AutoCAD SHX Text T3

AutoCAD SHX Text R= 224.00' Δ= 35 33'16" Δ= 35°33'16"L= 139.00' T= 71.82'T= 71.82'

AutoCAD SHX Text

PC STA 7+76.22

AutoCAD SHX Text C4

AutoCAD SHX Text

12.00' LT

AutoCAD SHX Text

12.00' RT

AutoCAD SHX Text

PT STA 7+59.50

AutoCAD SHX Text L= 16.72' N46°38'16"E

AutoCAD SHX Text T4

AutoCAD SHX Text

PC STA 7+76.22

AutoCAD SHX Text C5

AutoCAD SHX Text

12.00' RT

AutoCAD SHX Text R= 200.00' Δ= 35 33'16" Δ= 35°33'16"L= 124.11' T= 64.13'T= 64.13'

AutoCAD SHX Text

12.00' LT

AutoCAD SHX Text

PT STA 9+7.78

AutoCAD SHX Text L= 77.65' N82°11'31"E

AutoCAD SHX Text T5

AutoCAD SHX Text

12.00' RT

AutoCAD SHX Text

PT STA 9+7.78

AutoCAD SHX Text L= 77.65' N82°11'31"E

AutoCAD SHX Text T6

AutoCAD SHX Text

PC STA 9+85.43

AutoCAD SHX Text C6

AutoCAD SHX Text

12.00' LT

AutoCAD SHX Text R= 188.00' Δ= 35 33'16" Δ= 35°33'16"L= 116.66' T= 60.28'T= 60.28'

AutoCAD SHX Text

PC STA 9+85.43

AutoCAD SHX Text C7

AutoCAD SHX Text

12.00' RT

AutoCAD SHX Text R= 212.00' Δ= 35 33'16" Δ= 35°33'16"L= 131.55' T= 67.97'T= 67.97'

AutoCAD SHX Text

12.00' LT

AutoCAD SHX Text

PT STA 11+09.54

AutoCAD SHX Text L= 251.96' N46°38'16"E

AutoCAD SHX Text T7

AutoCAD SHX Text

12.00' RT

AutoCAD SHX Text

PT STA 11+09.54

AutoCAD SHX Text L= 251.96' N46°38'16"E

PROP SAW CUT

END PROJECT AND

COLD-PLANE & OVERLAY

STA. 4+50

PROP SAW CUT

BEGIN PROJECT AND

COLD-PLANE & OVERLAY

STA. 2+30

24.00'

PROP ACCESS ROAD

CONST. B

PROP. FULL DEPTH PAVEMENT

(SEE SHEET C-002)

PROP. 4' GRAVEL

SHOULDER

PROP. 4' GRAVEL

SHOULDER

PROP. EDGE OF

GRAVEL SHOULDER

PROP. GRAVEL

AREA

END FULL DEPTH

PAVEMENT

STA. 4+15

CONSTRUCTION

LAY DOWN AREA

PROP. SECURITY

FENCE (APPROX. 350')

PROP. 36' VEHICULAR

SWING GATE

PROP. 4' PERSONNEL GATE

APPROX. LOCATION

OF PROP. K-9193

WARNING SIGN WITH

FLASHING BEACON

APPROX. LOCATION OF

PROP. 41-4621 WARNING

SIGN

RE-STRIPE LONGBROOK AVE.

(MATCH EXISTING)

PROP. EDGE OF

PAVEMENT

PROP. GUARDRAIL

APPROX. LOCATION

OF PROP. 41-4618

WARNING SIGN

PROP. MAST ARM FLASHING YELLOW / RED

BEACON (SEE SHEETS C-004 AND C-005) (TO

BE APPROVED BY TOWN OF STRATFORD)

EXIS. RET. WALL

TO REMAIN

CONNECT PROP. SECURITY

FENCE TO EXISTING FENCE

PROP. 3" CONDUIT AND

SERVICE CONNECTION

RELOCATED

UTILITY POLE

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New England

District

US Army Corps of Engineers

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SCALE: 1" = 40'

40 160100

C-103

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TRAFFIC CONTROL DEVICES NOTE:

CONTRACTOR SHALL COORDINATE WITH THE RESPONSIBLE UTILITY FOR THE RELOCATION OF ALL UTILITY POLES

WITHIN THE PROJECT LIMITS ON LONGBROOK AVENUE. CONTRACTOR SHALL INSTALL A 3-INCH SCHEDULE 40 PVC

ELECTRICAL CONDUIT FROM THE PROPOSED MAST ARM TO THE RELOCATED UTILITY POLE AS DESIGNATED BY

THE ELECTRICAL UTILITY. CONTRACTOR SHALL RUN AN ELECTRICAL SERVICE CONNECTION WITHIN THE CONDUIT

TO PROVIDE ELECTRICAL SERVICE TO THE PROPOSED FLASHING WARNING BEACON AND A PROPOSED SHAFT

MOUNTED TRAFFIC SIGNAL CONTROLLER ON THE MAST ARM. THE TRAFFIC SIGNAL CONTROLLER, TRAFFIC

SIGNAL EQUIPMENT, AND THE SERVICE CONNECTION SHALL CONFORM IN ALL MATERIAL WAYS TO THE

REQUIREMENTS OF THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA), THE NATIONAL

ELECTRICAL CODE (NEC), AND THE NATIONAL ELECTRICAL SAFETY CODE (NESC). CONTRACTOR SHALL SUBMIT

SHOP DRAWINGS DETAILING CIRCUIT DESIGN, WIRING DIAGRAMS, LOAD CALCULATIONS, AND THE TRAFFIC

SIGNAL CONTROL CABINET FOR REVIEW BY THE GOVERNMENT. ALL PROPOSED TRAFFIC CONTROL DEVICES, TO

INCLUDE TRAFFIC SIGNALS, TRAFFIC SIGNS, AND PAVEMENT MARKINGS, SHALL CONFORM TO THE

REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION.