Amendment_0001.pdf

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

Clarification to specs and draw ings also to increase the number of days for the contract

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 27-Jul-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 W912DQ-16-B-1006

X 9B. DATED (SEE ITEM 11)

29-Jun-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, 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

27-Jul-2016

CODE

USACE, KANSAS CITY +

FEDERAL BLDG, CT-C

601 E 12TH ST RM 647

KANSAS CITY MO 64106-2896

W912DQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DQ-16-B-1006

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 11 00 - SOLICITATION/CONTRACT FORM

The below Table of Contents has been added

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 attachment 27-JUL-2016

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0001

The SOLICITATION is amended as follows:

NOTE: Deleted text is shown with strikethrough. Added text is shown with underline.

a. Section 00 72 00 Contract Clauses. FAR Clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) is changed to read as follows:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days 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 160 205 calendar days. The time stated for completion shall include final cleanup of the premises.

1. SPECIFICATIONS:

a. Delete the Table of Contents in its entirety and replace with the revised table of contents provided with this amendment.

b. Specification 01 30 00 “Administrative Requirements. Add the following new paragraph “Operation of Government Owned Equipment after Paragraph 1.9 “Payments to Contractor” and renumber subsequent paragraphs.

1.10 OPERATION OF GOVERNMENT OWNED EQUIPMENT

The Contractor's employees shall not open, close, or tamper with switches, valves, or control devices for existing installed equipment. Only Government operating personnel will be authorized to open or close existing switches, valves, and control devices to enable the Contractor to dewater, make connections or modifications to existing equipment/structures for execution of the work delineated in this contract. The work will necessitate the closure of existing gates on the upstream face of the dam as well as downstream control houses of both irrigation lines. The Contractor shall provide the Government with a minimum notice of one week prior to starting the work on any item or pipe dewatering activities requiring operation of government equipment. The Contractor's work operations shall be coordinated and scheduled to reduce the amount of time for performance of this contract to a minimum.

c. Specification 31 00 00 “Earthwork”, Delete Paragraph 3.4.1 in its entirety and replace with the revised paragraph 3.4.1 below.

3.4.1 General Requirements

Submit a detailed shoring, sheeting and bracing plan 30 days prior to the beginning of any excavation so supported. The plan for shoring, sheeting and bracing shall be prepared and certified by licensed professional engineer. The sheeting and bracing shall be designed conforming to requirements described in EM-385-1-1 for the safety of workers and the public and to insure the integrity of the dam embankment. The shoring should be of type to provide continuous support of the embankment during installation and removal to ensure no failure planes form within the dam embankment. The plan shall include drawings and design computations of the proposed shoring, sheeting, and bracing as well as documentation showing details of the coordination and approval of shoring, sheeting, and bracing by the applicable parties. Approval of the detailed plan shall be obtained from the Contracting Officer prior to starting the work. If necessary, modify the plan as required to meet field conditions, and the modifications shall be approved prior to use. Where shoring is used it shall be removed as the backfill is brought up and the remaining voids filled with a cement-bentonite grout. Materials within 3 feet of the uphill side of the shoring box in any sloped embankment shall be excavated and recompacted to a minimum depth of 3 feet with side benches of 12 inches on a 1H:1V to ensure no tension cracks remain in the embankment upon completion. Any other materials in areas outside of the shoring showing evidence of distress shall be removed, backfilled, and recompacted.

d. Specification 33 11 00 “Clearing and Grubbing” is changed to read as follows:

3.2.1 Field Tests and Inspections

The Contractor shall coordinate with the COR for use of water from Harlan County Lake for testing purposes. Prior to hydrostatic testing, obtain Contracting Officer approval of the proposed method for disposal of waste water from hydrostatic testing. The Contracting Officer will conduct field inspections and witness field tests specified in this section. The Contractor shall perform field tests, and provide labor, equipment, and incidentals required for testing. The Contractor shall produce evidence, when required, that any item of work has been constructed in accordance with the drawings and specifications.

e. Appendix A “Piezometer Data”. Add NEW Appendix A provided with this amendment to the end of the Solicitation.

2. DRAWINGS:

a. Revised Drawing Sheets. Delete the following Drawing Sheets in their entirety and replace with the revised sheets provided with this amendment.

HC_G-002 - added two new sheets to index, RS510 and RS511

HC_C-100 - added note no. 5 and revised construction/project limits

HC_CS102 - revised several drawing features

HC_RS509 - added note to sheet

b. New Drawing Sheets. Insert the following new drawing sheets to the Plans.

HC_RS510 - added new sheet

HC_RS511 - added new sheet

b. Offerors are required to acknowledge receipt of this amendment on the Bidding Form in the space provided. Failure to acknowledge all amendments may cause rejection of the proposal.

c. All other terms and conditions remain unchanged and in full force.

(End of Summary of Changes)

Amendment 0001

TC-1

DEPARTMENT OF THE ARMY

Kansas City District, Corps of Engineers 647 Federal Building

Kansas City, Missouri 64106

SPECIFICATIONS FOR CONSTRUCTION OF

HARLAN COUNTY DAM

IRRIGATION CONDUIT REPAIR AND REPLACEMENT

REPUBLICAN RIVER, NEBRASKA

TABLE OF CONTENTS

COVER

BIDDING REQUIREMENTS, CONTRACT FORMS AND CONTRACT CONDITIONS

00 11 00 SOLICITATION/CONTRACT FORM

00 21 00 INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFEROR

00 45 00 REPRESENTATIVES AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00 SPECIAL CONTRACT REQUIREMENTS

00 73 46 WAGE DETERMINATIONS SCHEDULE

DIVISION 1 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 17.01 23 NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCES PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

DIVISIONS 2 THRU 48 - TECHNICAL REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 3 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

Amendment 0001

TC-2

TABLE OF CONTENTS

(Continued)

DIVISIONS 2 THRU 48 - TECHNICAL REQUIREMENTS

DIVISION 4 – DIVISION 30

(Not Applicable)

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 05 15.00 23 DISCHARGE PIPE AND APPURTENANCES

33 11 00 WATER DISTRIBUTION

DIVISION 35 THROUGH DIVISION 48

(Not Applicable)

Appendix A PIEZOMETER DATA

--- End of Table of Contents---

Appendix A

APPENDIX A

PIEZOMETER DATA

01/01/52 01/01/54

01/01/56 01/01/58

01/01/60 01/01/62

01/01/64 01/01/66

01/01/68 01/01/70

01/01/72 01/01/74

01/01/76 01/01/78

01/01/80 01/01/82

01/01/84 01/01/86

01/01/88 01/01/90

01/01/92 01/01/94

01/01/96 01/01/98

01/01/00 01/01/02

01/01/04 01/01/06

01/01/08 01/01/10

01/01/12 01/01/14

01/01/16

1908.4

1908.8

1909.2

1909.6

1908.2

1908.6

1909.4

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PZ-68-01

U. S. Army Corps of Engineers Harlan County Lake Project

Periodic Inspection Report #10 April, 2015

Instrument PZ-68-01 Station 68+90 Range 1+20 D/S Riser Elevation 1924 Tip Elevation 1908.1 Material SAND Installation Date 8/16/1982 Plate Number PI-10-053

01/01/56 01/01/58

01/01/60 01/01/62

01/01/64 01/01/66

01/01/68 01/01/70

01/01/72 01/01/74

01/01/76 01/01/78

01/01/80 01/01/82

01/01/84 01/01/86

01/01/88 01/01/90

01/01/92 01/01/94

01/01/96 01/01/98

01/01/00 01/01/02

01/01/04 01/01/06

01/01/08 01/01/10

01/01/12 01/01/14

01/01/16

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PZ-69-01A

U. S. Army Corps of Engineers Harlan County Lake Project

Periodic Inspection Report #10 April, 2015

Instrument PZ-69-01A Station 69+32 Range 1+58 D/S Riser Elevation 1921.9 Tip Elevation 1833.0 Material NOBRARA CHALK Installation Date 3/21/1986 Plate Number PI-10-054

01/01/56 01/01/58

01/01/60 01/01/62

01/01/64 01/01/66

01/01/68 01/01/70

01/01/72 01/01/74

01/01/76 01/01/78

01/01/80 01/01/82

01/01/84 01/01/86

01/01/88 01/01/90

01/01/92 01/01/94

01/01/96 01/01/98

01/01/00 01/01/02

01/01/04 01/01/06

01/01/08 01/01/10

01/01/12 01/01/14

01/01/16

1886.5

1887.5

1888.5

1889.5

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PZ-69-01

U. S. Army Corps of Engineers Harlan County Lake Project

Periodic Inspection Report #10 April, 2015

Instrument PZ-69-01 Station 69+60 Range 3+10 D/S Riser Elevation 1920.5 Tip Elevation 1886.1 Material SAND Installation Date 8/10/1982 Plate Number PI-10-055

01/01/56 01/01/58

01/01/60 01/01/62

01/01/64 01/01/66

01/01/68 01/01/70

01/01/72 01/01/74

01/01/76 01/01/78

01/01/80 01/01/82

01/01/84 01/01/86

01/01/88 01/01/90

01/01/92 01/01/94

01/01/96 01/01/98

01/01/00 01/01/02

01/01/04 01/01/06

01/01/08 01/01/10

01/01/12 01/01/14

01/01/16

1878.4

1878.8

1879.2

1879.6

1878.2

1878.6

1879.4

1879.8

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PZ-69-02

U. S. Army Corps of Engineers Harlan County Lake Project

Periodic Inspection Report #10 April, 2015

Instrument PZ-69-02 Station 70+16 Range 5+12 D/S Riser Elevation 1900.9 Tip Elevation 1878.2 Material SHALY CHALK

Plate Number PI-10-056

01/01/56 01/01/58

01/01/60 01/01/62

01/01/64 01/01/66

01/01/68 01/01/70

01/01/72 01/01/74

01/01/76 01/01/78

01/01/80 01/01/82

01/01/84 01/01/86

01/01/88 01/01/90

01/01/92 01/01/94

01/01/96 01/01/98

01/01/00 01/01/02

01/01/04 01/01/06

01/01/08 01/01/10

01/01/12 01/01/14

01/01/16

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PZ-70-01

U. S. Army Corps of Engineers Harlan County Lake Project

Periodic Inspection Report #10 April, 2015

Instrument PZ-70-01 Station 70+35 Range 5+75 D/S Riser Elevation 1891.1 Tip Elevation 1864.6 Material SHALY CHALK

Plate Number PI-10-057

K:\MissionProjects\civ\harlan\TainterGateRehab\Irrigation Conduit\6.0 Engineering & Design\6.1 Drawings\CAD_BIM\_Sheets\HC_ C-100.dgn

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CONSTRUCTION/PROJECT LIMITS CONTROL

CONTROL HOUSE

IRRIGATION PIPE

STORAGE, AND LAYDOWN AREA

CONSTRUCTION LIMITS,

STORAGE, AND LAYDOWN AREA

CONSTRUCTION LIMITS,

B -3 -3

AND MAY NOT MATCH GEOGRAPHICAL FEATURES.

THE BACKGROUND IMAGE IS FOR REFERENCE ONLY

APPROVED BY THE CONTRACTING OFFICER.

THE CONTRACTOR STAGING AREA SHALL BE

PROTECT CONTROL POINTS.

DESCRIPTIONS AND LOCATIONS. CONTRACTOR SHALL

SEE SHEET V-100 FOR CONTROL POINT

OTHERWISE.

ALL UNITS ARE IN FEET (FT) UNLESS NOTED

OFFICER.

OUTSIDE THE LIMITS SHOWN WITH THE CONTRACTING

ACTIVITIES. CONTRACTOR SHALL COORDINATE WORK

WORK LIMITS REQUIRED FOR CONSTRUCTION

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A1

PROFILE

SCALE: 1" = 20'-0" 60'0 30'

EXISTING/FINISH GRADE

RIPRAP LIMITS

CABLE GATE

WOOD POSTS (TYP)

APPROXIMATE DAM AXIS

CONNECTION AT DAM FACE

SEE DETAIL D1 ON SE501 FOR

PER DETAILS SHOWN ON CS501

INSTALL INSPECTION PORT AND BOLLARDS

RESTRAIN TEE FITTING AND

JOINTS WITHIN 18 FEET ON

EACH SIDE OF THE TEE, AND

JOINTS ALONG THE BRANCH.

RESTRAIN TEE FITTING AND

JOINTS WITHIN 18 FEET ON

EACH SIDE OF THE TEE, AND

JOINTS ALONG THE BRANCH.

RESTRAIN REDUCER FITTING

AND JOINTS WITHIN 100 FEET

UPSTREAM OF THE FITTING.

EXISTING 2'-10" STEEL PIPE

36" DUCTILE IRON PIPE

36" DUCTILE IRON PIPE

36" DUCTILE IRON PIPE

ABANDONED 2'-10" DIA STEEL PIPE

RESTRAIN BEND FITTING AND

JOINTS WITHIN 10 FEET ON

EACH SIDE OF THE BEND.

INSTALL INSPECTION PORT AND BOLLARDS

DETAILS SHOWN ON CS501

SEE NOTE 2

MILES OFFSITE.

WITH THE COR TO HAUL MATERIAL OFF SITE, WITHIN 5

ARE COMPLETE, CONTRACTOR SHALL COORDINATE

IF EXCESS MATERIAL EXISTS AFTER ALL ACTIVITIES

POINT.

COVER AS CLOSE AS POSSIBLE TO TRANSITION

ALLOWANCE WITHIN JOINTS TO ACHIEVE 48" OF

THAN 48" COVER. UTILIZE DUCTILE IRON DEFLECTION

PIPE TRANSITION AT STA 0+49.41 MAY HAVE LESS

PER SPECIFICATIONS.

CONTRACTOR SHALL INSTALL 36" DUCTILE IRON PIPE

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