Amendment 0002.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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

KANSAS CITY LEVEE AMOURDALE/CID PUMP STATION REPAIRS -

--See Continuation Page for Solicitation Instructions--

PROPOSAL DUE DATE REMAINS UNCHANGED

1. CONTRACT ID CODE PAGE OF PAGES

J 1 15

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 W912DQ20B1004

X 9B. DATED (SEE ITEM 11)

17-Jul-2020

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.

U0002

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

6. ISSUED BY

3. EFFECTIVE DATE

20-Aug-2020

CODE

USACE, KANSAS CITY +

FEDERAL BLDG. CT-M RM 647; 601 E 12TH ST

KANSAS CITY MO 64106-2896

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT 0002

The SOLICITATION is amended as follows:

Deleted text is shown with a strikethrough. Added text is shown with underline.

1. This amendment is to add the Specification Section – 31 23 15 PUMP STATION ABANDONMENT

2. This amendment is to update the Wage Determination KS20200032 05/29/2020 TO READ KS20200032

08/14/2020

3. This amendment is to update the Wage Determination MO20200001 06/05/2020 TO READ MO20200001

08/14/2020

4. This amendment is to update the Table of Contents

5. Proposal Due Date remains unchanged

6. Offeror is required to acknowledge receipt of this amendment. Failure to acknowledge this amendment may cause rejections of the proposal.

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

SECTION TABLE OF

CONTENTS DIVISION 31 -

EARTHWORK SECTION 31

23 15

PUMP STATION

ABANDONMENT

05/10

PART 1 GENERAL

1.1 REFERENCES

1.2 ABANDONMENT PROCEDURES FOR NATIONAL BEEF PUMP STATION

1.2.1 Demolition and Deconstruction.

1.2.2 Existing Pipe Abandonment

1.2.3 Ductile Iron Pipe Installation

1.2.4 Substructure Fill

1.2.5 Grouting

1.2.5.1 Non-Shrink Grout Material

1.2.5.2 Grout Installation

1.3 ITEMS TO REMAIN IN PLACE

1.4 SUBMITTALS

1.5 POTENTIAL HAZARD

1.6 EXPOSURE

PART 2 PRODUCTS

2.1 FILL MATERIAL

2.2 PIPING

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

3.1.1 Structures

3.1.2 Utilities and Related Equipment

3.1.2.1 General Requirements

3.1.2.2 Disconnecting Existing Utilities

3.2 CONCURRENT EARTH-MOVING OPERATIONS

3.3 DISPOSITION OF MATERIAL

3.4 CLEANUP

3.5 DISPOSAL OF REMOVED MATERIALS

-- End of Section Table of Contents -

SECTION 31 23 15

PUMP STATION ABANDONMENT

05/10

PART 1 GENERAL

The pump station abandonment specification is for the partial abandonment of the National Beef Pump Station.

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 145 (1991; R 2012) Standard Specification for

Classification of Soils and Soil-Aggregate

Mixtures for Highway Construction Purposes

AASHTO T 180 (2017) Standard Method of Test for

Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm

(18-in.) Drop

ASTM INTERNATIONAL (ASTM)

ASTM A536 (1984; R 2014) Standard Specification for

Ductile Iron Castings

ASTM A716 (2018) Standard Specification for Ductile

Iron Culvert Pipe

ASTM C1107/C1107M (2017) Standard Specification for Packaged

Dry, Hydraulic-Cement Grout (Nonshrink)

ASTM D2000 (2018) Standard Classification System for

Rubber Products in Automotive Applications

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C111/A21.11 (2017) Rubber-Gasket Joints for

Ductile-Iron Pressure Pipe and Fittings

AWWA C151/A21.51 (2017) Ductile-Iron Pipe, Centrifugally

Cast

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements

Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1926.62 Lead

1.2 ABANDONMENT PROCEDURES FOR NATIONAL BEEF PUMP STATION

1.2.1 Demolition and Deconstruction.

Demolition and deconstruction shall be as shown in the drawings. Refer to specification 02 41 00 DEMOLITION for requirements not provided herein.

1.2.2 Existing Pipe Abandonment

Install pipe plugs as shown in the drawings.

1.2.3 Ductile Iron Pipe Installation

Contractor shall maintain gravity flow through pump station during construction.

New ductile iron pipe and 24-inch coupler shall be placed as shown on the plans. Laying shall proceed upgrade with spigot ends of bell-and-spigot pipe and tongue ends of tongue-and-groove pipe pointing in the direction of the flow. Each pipe shall be thoroughly examined before being laid;

defective or damaged pipe shall not be used.

New ductile iron pipelines shall be laid to the grades and alignment indicated. Proper facilities shall be provided for lowering sections of pipe into trenches. Protect piping and adjacent areas from superimposed and external loads during construction.

Post-installation inspection shall be performed. Visually inspect each segment of new ductile iron pipe for alignment, settlement, joint separations, soil migration through the joint, cracks, buckling, bulging and deflection. An engineer must evaluate all defects to determine if any remediation or repair is required. Replace pipe or repair defects indicated in the Post-Installation Inspection.

1.2.4 Substructure Fill

Fill all below grade sections of pump station with CLSM to within 3 feet from finish grade. Construct aggregate surface to finish grade as shown in drawings.

1.2.5 Grouting

Pipe casing grouting should be accomplished to ensure complete filling of the pipeline without any voids remaining once the grout hardens. The grout should be a non-shrink formulation to ensure that the grout does not shrink during hydration and create voids in the pipeline interior.

1.2.5.1 Non-Shrink Grout Material

Non-shrink grout shall conform to ASTM C1107/C1107M Grade B or C. 1107

Grade B or C. The grout should be a non-shrink, cementitious, nonmetallic, non-corrosive formulation that is suitable for exterior grouting applications. Do not use grouts containing gypsum, metallic particles, or that are formulated for interior use only. The prepackaged non-shrink grout shall be mixed with fresh potable water (city water supply). The prepackage non-shrink grout shall be mixed in accordance with the grout manufacturer's instructions.

1.2.5.2 Grout Installation

Clean Pipeline Interior Bond Surfaces: The pipe interior should be emptied of all contents and debris. Clean the pipe out with water and other non-flammable, non-combustible, cleaning solution as required to remove contaminants from the interior of the pipe. Provide a final fresh water rinse of the pipe to remove any traces of cleaning solution and to provide clean pipe interior. The cleaning and fresh water rinse should be accomplished to ensure that the pipe interior is completely clean to allow the grout to bond to the pipe interior surfaces.

1.3 ITEMS TO REMAIN IN PLACE

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Contracting Officer. See

Specification 02 41 00 DEMOLITION, Article 1.3 for protection of existing items that will remain in place during the abandonment of the National Beef

Pump Station.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

The Demolition Plan, Deconstruction Plan, Notification Certificates, Existing Conditions, and Closeout submittals shall be submitted in accordance with and part of Specification 02 41 00 DEMOLITION submittal requirements.

SD-03 Product Data

Controlled Low Strength Material, (CLSM); G, AE

Aggregate Surface Course; G, AE

Ductile Iron Pipe; G, AE

Mechanical Couplings; G, AE

Fill Material; G, AE

1.5 POTENTIAL HAZARD EXPOSURE

A. The existing pump station identified for partial abandonment (National

Beef) building has been surveyed for the presence of asbestos-containing materials (ACM). The survey report and results are included as an appendix to this RFP. The survey did not find ACM. This survey is not a warranty that ACM are not present, and the Contractor must notify the Contracting Officer promptly if ACM is encountered.

B. The Government has not completed a thorough inspection of any of the facilities as it relates to lead-based paints (LBP) or other lead materials. The Contractor must meet all requirements of EM 385-1-1 and

OSHA’s Lead in Construction Standard 29 CFR 1926.62 in dealing with the modification and demolition of the existing facilities to protect against lead exposure.

PART 2 PRODUCTS

2.1 FILL MATERIAL

a. Comply with excavating, backfilling, and compacting procedures for soils used as backfill material to fill pumpstation substructure, voids, depressions or excavations resulting from demolition or deconstruction of structures. Refer to specification 35 41 00 LEVEE

CONSTRUCTION for backfill and compaction requirements not provided herein.

b. Fill material shall conform to the definition of satisfactory soil material as defined in AASHTO M 145, Soil Classification Groups A-1, A-2-4, A-2-5 and A-3. In addition, fill material shall be free from roots and other organic matter, trash, debris, frozen materials, and stones larger than 2 inches in any dimension.

c. Proposed fill material must be sampled and tested by an approved soil testing laboratory, as follows:

Soil classification AASHTO M 145

Moisture-density relations AASHTO T 180, Method B or D

d. Controlled low strength material, (CLSM) shall meet the requirements of

Kansas Department of Transportation (KDOT), Division 843, Low Strength

Flowable Fill.

e. Aggregate surface course material shall meet the requirements of KDOT

Division 1104, KDOT AB-3.

2.2 PIPING

a. Ductile Iron Pipe shall conform to ASTM A716, AWWA C151/A21.51. Pipe shall be Pressure Class 250 psi.

b. Ductile iron pipe couplings and fittings shall be as recommended by the pipe manufacturer.

c. Mechanical Couplings shall meet the AWWA Standard C219 requirements.

Coupler end rings and center rings are cast from ductile (nodular) iron, meeting or exceeding ASTM A536. Coupler bolts shall be high strength low alloy steel trackhead bolts. National coarse rolled thread and heavy hex nuts. Bolt steel meets AWWA C111/A21.11 composition specifications. Coupler gaskets shall be made from virgin Styrene

Butadiene Rubber (SBR) compounded for water and sewer service in accordance with ASTM D2000 MBA 710.

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

Inspect and evaluate existing structures onsite for demolition.

3.1.1 Structures

a. Remove existing structures indicated to be removed to 3 feet below grade.

Interior walls, other than retaining walls and partitions, shall be removed to 3 feet below grade or to top of concrete slab on ground.

b. Demolish structures in a systematic manner from the top of the structure to the ground. Complete demolition work above each tier or floor before the supporting members on the lower level are disturbed.

Demolish concrete and masonry walls in small sections. Remove structural framing members and lower to ground by means of derricks, platforms hoists, or other suitable methods as approved by the

Contracting Officer.

c. Locate demolition and deconstruction equipment throughout the structure and remove materials so as to not impose excessive loads to supporting walls, floors, or framing.

d. Building, or the remaining portions thereof, not exceeding 80 feet in height may be demolished by the mechanical method of demolition.

e. Remove portions of structure as indicated on Drawings. Where limits ae not shown or indicated, limits shall be the minimum required for the item to be installed. Submit proposed limits with the demolition plan.

Removals beyond limits shown or indicated shall be at Contractor's risk and expense and such excess removals shall be reconstructed to the satisfaction of the Contracting Officer without additional cost.

f. Where parts of existing structures are to remain in service following demolition, remove the portions shown or indicated for removal, repair damage, and leave the building or structure in proper condition for the intended use.

g. Select the size of chipping guns as required to avoid damage to existing concrete indicated to remain. Demolition of concrete within all pump stations is to be in a controlled manner to avoid excess removal of material beyond the indicated limits for removal. Notify

Contracting Officer immediately of any area of soft or degraded concrete, beyond the indicated limits of removal.

h. Remove concrete to the lines shown or indicated by sawing, drilling, chipping, and other suitable methods. Leave the resulting surfaces true and even, with sharp, straight corners that will result in neat joints with new construction and be satisfactory for the purpose intended.

i. Do not damage reinforcing bars beyond the area of concrete removal. Do not saw-cut beyond the area to be removed.

j. Reinforcing bars that are exposed at surfaces of removed concrete that will not be covered with new concrete shall be removed to 1.5 IN below the final surface. Repair the resulting hole, with epoxy grout, to be flush with the surface.

3.1.2 Utilities and Related Equipment

3.1.2.1 General Requirements

Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by the Contracting Officer. Do not interrupt existing utilities serving facilities occupied and used by the

Government except when approved in writing and then only after temporary utility services have been approved and provided. Do not begin demolition or deconstruction work until all utility disconnections have been made.

Shut off and cap utilities for future use, as indicated.

3.1.2.2 Disconnecting Existing Utilities

Remove existing utilities uncovered by work and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the Contracting Officer. When utility lines are encountered but are not indicated on the drawings, notify the Contracting Officer prior to further work in that area.

3.2 CONCURRENT EARTH-MOVING OPERATIONS

Do not begin excavation, filling, and other earth-moving operations that are sequential to demolition or deconstruction work in areas occupied by structures to be demolished or deconstructed until all demolition and deconstruction in the area has been completed and debris removed. Fill holes, open pump station substructures and other hazardous openings.

3.3 DISPOSITION OF MATERIAL

See Specification 02 41 00 DEMOLITION for disposition of all existing materials and equipment.

3.4 CLEANUP

Remove debris and rubbish from pump station substructure and similar excavations. Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas. See Specification 01 11 00 SUMMARY

OF WORK for required permitting and local hauling requirements.

3.5 DISPOSAL OF REMOVED MATERIALS

See Specification 02 41 00 DEMOLITION for disposal of all removed materials and equipment.

-- End of Section –

General Decision Number: KS20200032 08/14/2020

Superseded General Decision Number: KS20190032

State: Kansas

Construction Type: Heavy

County: Wyandotte County in Kansas.

HEAVY CONSTRUCTION PROJECTS (including sewer/water construction).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any 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 $10.80 per hour (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

2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the

Davis-Bacon Related Acts, including those set forth at 29 CFR

5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/03/2020

1 01/24/2020

2 02/07/2020

3 03/13/2020

4 05/08/2020

5 05/15/2020

6 05/29/2020

7 07/24/2020

8 08/14/2020

"General Decision Number: MO20200001 08/14/2020

Superseded General Decision Number: MO20190001

State: Missouri

Construction Types: Heavy and Highway

Counties: Missouri Statewide.

HEAVY AND HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any 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 $10.80 per hour (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

2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the

Davis-Bacon Related Acts, including those set forth at 29 CFR

5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/03/2020

1 01/24/2020

2 02/07/2020

3 02/14/2020

4 03/13/2020

5 04/03/2020

6 04/24/2020

7 05/08/2020

8 05/15/2020

9 05/29/2020

10 06/05/2020

11 07/03/2020

12 07/24/2020

13 08/07/2020

14 08/14/2020

DEPARTMENT OF THE ARMY

Kansas City District, Corps of Engineers

647 Federal Building

Kansas City, Missouri 64106

SPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF

KANSAS CITYS, MO & KS, FLOOD RISK MANAGEMENT PROJECT

ARMOURDALE UNIT AND CID UNIT,

PUMP STATION MODIFICATIONS

KANSAS CITY, KANSAS AND

KANSAS CITY, MISSOURI

COVER

TABLE OF CONTENTS

DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION TITLE

00 11 00 SOLICITATION/CONTRACT FORM

00 22 20 PHASE 2 SELECTION PROCEDURES AND BASIS OF AWARD

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00 SPECIAL CONTRACT REQUIREMENTS

00 73 46 WAGE DETERMINATION SCHEDULE

ARMOURDALE UNIT SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 52 00.00 23 TEMPORARY BYPASS PUMPING

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATIONS AND MAINTENANCE DATA

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION

02 41 01 PUMP STATION ABANDONMENT

DIVISION 03 – CONCRETE

03 01 00 - REHABILITATION OF CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 05 – METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 50 15 CIVIL WORKS FABRICATIONS

DIVISION 09 - FINISHES

09 96 00 HIGH-PERFORMANCE COATINGS

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

DIVISION 26 - ELECTRICAL

26 20 00.pdf INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 01.00 10 ELECTRIC MOTORS, 3-PHASE VERTICAL INDUCTION TYPE

DIVISION 31 - EARTHWORK

31 10 00 CLEARING FOR CIVIL WORKS

31 23 15 PUMP STATION ABANDONMENT

31 68 13 SOIL AND ROCK ANCHORS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 – UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 41 00 LEVEE CONSTRUCTION

35 45 01 VERTICAL PUMPS, AXIAL-FLOW AND MIXED-FLOW IMPELLER-TYPE

DIVISION 40 - PROCESS INTEGRATION

40 95 00 PROCESS CONTROL

DIVISION 44 - POLLUTION CONTROL EQUIPMENT

44 48 00.00 23 PUMPS, TRAILER MOUNTED

CID UNIT SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 52 00.00 23 TEMPORARY BYPASS PUMPING

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATIONS AND MAINTENANCE DATA

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 – CONCRETE

03 01 00 REHABILITATION OF CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 05 – METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 50 15 CIVIL WORKS FABRICATIONS

W912DQ20B1004

DIVISION 09 - FINISHES

09 96 00 HIGH-PERFORMANCE COATINGS

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 23 - HEATING, VENTILATING, AND AIR

CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

DIVISION 26 - ELECTRICAL

26 20 00.pdf INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

DIVISION 31 - EARTHWORK

31 10 00 CLEARING FOR CIVIL WORKS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 – UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 45 01 VERTICALPUMPS, AXIAL-FLOW AND MIXED-FLOW IMPELLER-TYPE

DIVISION 40 - PROCESS INTEGRATION

40 95 00 PROCESS CONTROL

--END OF Table of Contents--