Attachment 1 - Specifications - W911WN20B8003 Montgomery Dam Gate Installation.pdf

W911WN20B8003

Dam Gate Installation Contract

Montgomery Locks and Dam

Ohio River

Pennsylvania

Certified Final Document RTA

Technical Specifications

March 2020

Montgomery L/D Dam Gate Installation 2020

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 13.00 08 SUMMARY OF WORK

01 22 00.00 08 PRICE AND PAYMENT PROCEDURES

01 30 00.00 08 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 08 PROJECT SCHEDULE BAR CHART

01 32 23.00 08 SURVEY AND ALIGNMENT CONTROL

01 32 33 DIGITAL PROGRESS IMAGES

01 33 00 SUBMITTAL PROCEDURES

01 35 00.00 08 SPECIAL PROCEDURES

01 35 26.00 08 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 08 QUALITY CONTROL

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

01 50 00.10 UTILITY COORDINATIONS

01 50 10 PROJECT AND SAFETY SIGNS

01 57 19.00 08 TEMPORARY ENVIRONMENTAL CONTROLS

01 73 19.00 08 GOVERNMENT-FURNISHED PROPERTY

01 74 19.00 08 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 02.00 15 CLOSEOUT SUBMITTALS (AS-BUILT DRAWINGS)

01 78 23 OPERATION AND MAINTENANCE DATA

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 01 00 REHABILITATION OF CONCRETE

03 11 14.00 10 FORMWORK FOR CONCRETE

03 20 00.00 10 CONCRETE REINFORCING

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

DI VI SI ON 05 - METALS

05 50 14.00 08 METALWORK FABRICATION, MACHINE WORK, MISCELLANEOUS

PROVISIONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 42 13 METAL WALL PANELS

DI VI SI ON 08 - OPENI NGS

08 51 23 STEEL WINDOWS

DI VI SI ON 09 - FI NI SHES

09 97 01.00 10 METALLIZING: HYDRAULIC STRUCTURES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 34 19.50 MODIFICATION OF DAM PIER MACHINERY HOUSES

13 41 13.00 08 REPLACEMENT OF DAM PIER MACHINERY HOUSE ROOFING PANELS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

PROJECT TABLE OF CONTENTS Page 1 Certified Final Documents RTA - W911WN20B8003

25 05 11.00 28 CYBERSECURITY

DI VI SI ON 26 - ELECTRI CAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 10 ELECTRICAL WORK

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.00 10 INSULATED WIRE AND CABLE

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 00.00 10 MOTOR CONTROL CENTERS, SWITCHBOARDS AND PANELBOARDS

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

DI VI SI ON 27 - COMMUNI CATI ONS

27 21 10.00 40 FIBER OPTIC DATA TRANSMISSION SYSTEM

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 01 40.71 REPAIR AND REHABILITATION OF LIFT GATE EQUIPMENT

35 20 16.53 INSTALLATION OF VERTICAL LIFT GATES

DI VI SI ON 40 - PROCESS I NTERCONNECTI ONS

40 95 00.00 08 PROCESS CONTROL

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 13.00 08

SUMMARY OF WORK

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 CONTRACT

1.2.1 Repair Gate Track Lift Gate No.3

1.2.2 Painting Emergency Bulkheads

1.2.3 Replacement of Lift Gates 9 and 10

1.2.4 Replace Roof Panels On Machinery Houses

1.2.5 Modernize Dam Gate Control System

1.2.6 Replace Safety Chains on Gates 4, 5, 6, 7, and 8

1.2.7 Paint Machinery Beams for Gates 4 and 8

1.2.8 Clean Bulkhead Units

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 13.00 08 Page 1

SECTION 01 11 13.00 08

SUMMARY OF WORK

PART 1 GENERAL

1.1 GENERAL INFORMATION

This contract has no awardable options. The following paragraphs are for information only to describe in general terms the work to be performed.

Actual work to be performed under the contract shall be per lift gate as identified on the drawings. A general sequence of work and restrictions are presented on drawings G-1086 AND C-1150.

1.2 CONTRACT

The contract consists of work associated with the installation of new Government-furnished Lift Gates 9 and 10, repair of the gate track for Lift Gate 3, painting the emergency bulkheads, and modernization of the dam control system. Specific features of work under the contract mentioned below do not represent a construction sequence. A general sequence of work and restrictions are presented in drawings G-0186 and C-1150. The contract features of work include, but are not limited to the following:

1.2.1 Repair Gate Track Lift Gate No.3

This work shall be the first item of work performed at the site. The gate track for Gate No.3 will be repaired by removing the damaged portion of the track and fabricating and installing a new section of track. Weld procedures shall be submitted for both field and shop welding as specified in Section 05 50 14.00 08 METALWORK FABRICATION, MACHINE WORK, MISCELLANEOUS PROVISION.

1.2.2 Painting Emergency Bulkheads

The work consists of cleaning and painting a total of three aluminum bulkhead units. The bulkhead units will be cleaned and painted at the bulkhead storage area at the dam abutment. The work includes construction of temporary containment, removal and reinstallation of steel rollers, pressure washing to remove zebra mussels and debris, and painting the three bulkhead units. The bulkhead units will be positioned by the Government as specified in Section 01 35 00.00 08 SPECIAL PROCEDURES.

Upon completion of work requiring use of the bulkheads, the bulkheads will be inspected and touch up painted as necessary.

1.2.3 Replacement of Lift Gates 9 and 10

a. Removal of existing dam Lift Gates 9 and 10 and associated components, including but not limited to lift gate and hoist chains.

(Section 02 41 00 DEMOLITION.)

b. Pier 9, Pier 10, and Pier 11 machinery housing modifications, including but not limited to removing machinery houses from each pier, fabricating and installing new framing to reinforce and raise pier houses, installing new windows, new housing metal siding, fabricating

SECTION 01 11 13.00 08 Page 2 and installing new metal grating platform framing and hand railing, fabricating and installing new corner flashing and eave flashing, painting of new housing structures and siding, removal and installation of electrical conduit and wiring, removal and reinstallation of control and electrical panels, installation of new lighting fixtures. (Section 13 34 19.50 MODIFICATION OF DAM PIER MACHINERY HOUSES, Section 07 42 13 METAL WALL PANELS, 09 97 02

PAINTING: HYDRAULIC STRUCTURES.)

c. Pier 9, Pier 10, and Pier 11 modifications and miscellaneous pier concrete repair, including but not limited to removal of concrete, removal of existing gate track and installation of new gate track and track anchorage, installation of new steel reinforcement, placement of new concrete, and epoxy injection of cracks within the pier modification limits. (Section 03 01 00 REHABILITATION OF CONCRETE.)

d. Install new Government-furnished Lift Gates 9 and 10 and associated components, including gates, rubber gate seals, hoist chains, grease lines, grating and hand railing. Completion of metallizing and painting lift Gates 9 and 10 where the end trucks are welded to the gate body. (Section 35 20 16.53 INSTALLATION OF VERTICAL LIFT GATES, Sections 09 97 01.00 10 METALLIZING: HYDRAULIC STRUCTURES and 09 97 02 PAINTING: HYDRAULIC STRUCTURES).

e. Reinstallation and re-lubrication of lift gate hoisting equipment for Lift Gates 9 and 10, including but not limited to removal of the hoist machinery beams and hoisting machinery, installation of Government-furnished pedestals to raise the machinery beams, lubrication of hoist machinery and chains, refurbishing existing brakes, installing Government-furnished drive sprockets, and reinstallation of the hoist machinery. (Sections 26 05 00.00 10 ELECTRICAL WORK and 35 01 40.71 02 REPAIR AND REHABILITATION OF LIFT

GATE EQUIPMENT.)

The existing lift gates 9 and 10, gate tracks, machinery beams, hoisting machinery, and machinery house framing are painted with paint systems that include lead base primer.

1.2.4 Replace Roof Panels On Machinery Houses

The existing fabricated metal roof panels on all Machinery Houses will be replaced with new fabricated metal roof panels.

1.2.5 Modernize Dam Gate Control System

Replacement of the dam gate control system with a new system consisting of PLC processors communicating on a fiber optic based Ethernet network.

Each gate control system will consist of a main control panel, a deck control station for local control with two new motors with encoders, two variable frequency drive units, gate position sensors, strain gauge sensors, and new brakes. In addition to the local gate controls, the entire dam can be controlled remotely from a central location on the Land Wall. The control system upgrade will also include new cameras above each gate to view the status of each gate and flow. The cameras will be connected to the existing fiber optic network and video management system.

1.2.6 Replace Safety Chains on Gates 4, 5, 6, 7, and 8

The safety chains on existing Gates 4, 5, 6, 7, and 8 will be replaced

SECTION 01 11 13.00 08 Page 3 with new safety chains the same as Gates 9 and 10.

1.2.7 Paint Machinery Beams for Gates 4 and 8

The existing machinery support beams for Gates 4 and 8 will be cleaned and painted the same as the machinery beams for Gates 9 and 10.

1.2.8 Clean Bulkhead Units

The bulkhead units will be cleaned of debris after completion of work for each gate installation. Upon completion of all work requiring use of the bulkheads, the bulkhead units will be inspected and damaged coating will be repaired/

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

NOT USED

-- End of Section --

SECTION 01 11 13.00 08 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 08

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Reimbursement For Actual Performance And Payment Bond Premiums

1.2.2 Mobilization and Demobilization

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.2.3 Payment Item

1.2.3 Repair Gate Track for Lift Gate No. 3

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.3.3 Payment Item

1.2.4 Clean and Paint Bulkhead Units

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.4.3 Payment Items

1.2.5 Control System Upgrade

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.5.3 Payment Items

1.2.6 Clean and Paint Machinery Support Beams, Gates 4 and 8

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.6.3 Payment Item

1.2.7 Mobilization and Preparatory Work for Touchup of Bulkhead Units

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.7.3 Payment Item

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Digital Progress Images

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.1.4 Payment Items

1.3.2 Demolition of Lift Gates and Associated Items

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.2.4 Payment Item

1.3.3 Demolition of Concrete and Embedded Items

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.3.4 Payment Items

1.3.4 Steel Dowels and Reinforcing

SECTION 01 22 00.00 08 Page 1

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.4.4 Payment Items

1.3.5 Concrete

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.5.4 Payment Items

1.3.6 Embedded Metal Work

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.6.4 Payment Item

1.3.7 Spall Repair

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

1.3.7.4 Payment Items

1.3.8 Crack Injection

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

1.3.8.4 Payment Items

1.3.9 Modification of Machinery Houses

1.3.9.1 Payment

1.3.9.2 Measurement

1.3.9.3 Unit of Measure

1.3.9.4 Payment Item

1.3.10 Modification of Lift Gate Machinery Supports

1.3.10.1 Payment

1.3.10.2 Measurement

1.3.10.3 Unit of Measure

1.3.10.4 Payment Item

1.3.11 Rehabilitation of Lift Gate Equipment

1.3.11.1 Payment

1.3.11.2 Measurement

1.3.11.3 Unit of Measure

1.3.11.4 Payment Item

1.3.12 Installation of New Lift Gates

1.3.12.1 Payment

1.3.12.2 Unit of Measure

1.3.12.3 Payment Item

1.3.13 Install New Government-Furnished Hoisting Chains

1.3.13.1 Payment

1.3.13.2 Unit of Measure

1.3.13.3 Payment Item

1.3.14 Electrical Equipment and Systems

1.3.14.1 Payment

1.3.14.2 Unit of Measure

1.3.14.3 Payment Item

1.3.15 Replace Roof Panels on Machinery Houses

1.3.15.1 Payment

1.3.15.2 Measurement

1.3.15.3 Unit of Measure

1.3.15.4 Payment Item

1.3.16 Replace Safety Chains on Gates 4, 5, 6, 7, and 8

1.3.16.1 Payment

1.3.16.2 Measurement

SECTION 01 22 00.00 08 Page 2

1.3.16.3 Unit of Measure

1.3.16.4 Payment Item

1.3.17 Clean Bulkhead Units

1.3.17.1 Payment

1.3.17.2 Measurement

1.3.17.3 Unit of Measure

1.3.17.4 Payment Items

1.3.18 Repair Of Coating on Bulkhead Units

1.3.18.1 Payment

1.3.18.2 Measurement

1.3.18.3 Unit of Measure

1.3.18.4 Payment Item

1.4 MEASUREMENT PROCEDURES

1.4.1 Concrete Removal

1.4.2 Measurement of Vertical Concrete Removal

1.4.3 Measurement of Horizontal Concrete Removal

1.4.4 Measurements of Concrete

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

-- End of Section Table of Contents --

SECTION 01 22 00.00 08 Page 3

SECTION 01 22 00.00 08

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

The following definitions apply to the payment items under this contract:

a. Lift Gate 9 - For payment purposes, this term refers to Gate 9, Gate 9 sill, the Gate 9 sides of Piers 9 and 10, the gate hoist machinery for Gate 9 which is located on Piers 9 and 10, and the machinery houses on Piers 9 and 10.

b. Lift Gate 10 - For payment purposes, this term refers to Gate 10, Gate 10 sill, the Gate 10 sides of Piers 10 and 11, the gate hoist machinery for Gate 10 which is located on Piers 10 and 11, and the machinery houses on Piers 2 and 3.

c. Lift Gate 3 - For payment purposes, this term refers to Gate 3 and the Gate 3 sides of Piers 3 and 4.

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the SCHEDULE and described below.

All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Reimbursement For Actual Performance And Payment Bond Premiums

Payment for reimbursement for actual performance and payment bond premiums will be made as specified in 00 73 00 SUPPLEMENTARY CONDITIONS, clause

PAYMENT FOR PERFORMANCE AND PAYMENT BONDS.

0001 REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BOND PREMIUMS

1.2.2 Mobilization and Demobilization

1.2.2.1 Payment

Payment for mobilization and demobilization will be made in accordance with Section 00 70 00 CONDITIONS OF THE CONTRACT, DFARS 252.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION. Payment for mobilization will be made upon completion of mobilization to the site under the Contract. Payment for demobilization will be made upon completion of work under the Contract

SECTION 01 22 00.00 08 Page 4

1.2.2.2 Unit of Measure

Unit of measure: Job.

1.2.2.3 Payment Item

0003 MOBILIZATION AND DEMOBILIZATION

1.2.3 Repair Gate Track for Lift Gate No. 3

1.2.3.1 Payment

Payment for this item shall constitute full compensation for all labor, equipment, material and supply costs for repair of the gate track for Gate No. 3, including, but not limited to removal of a portion of the gate track, repairing the track, and reinstalling it complete, as shown on the drawings and as specified.

1.2.3.2 Unit of Measure

Unit of measure: Job

1.2.3.3 Payment Item

0004 REPAIR GATE TRACK FOR LIFT GATE NO. 3

1.2.4 Clean and Paint Bulkhead Units

1.2.4.1 Payment

Payment for these items shall constitute full compensation for all labor, equipment, material and supply costs for cleaning and painting the three bulkhead units and touchup upon completion of use as specified.

1.2.4.2 Unit of Measure

Unit of measure: Job

1.2.4.3 Payment Items

0005 CLEAN AND PAINT BULKHEAD UNITS

1.2.5 Control System Upgrade

1.2.5.1 Payment

Payment for this item shall constitute full compensation for all labor, equipment, material and supply costs for installation of and control system configuration to operate the dam PLC based control systems shown on the drawings and as specified. This item also includes the electronic security system.

1.2.5.2 Unit of Measure

Unit of measure: Job

SECTION 01 22 00.00 08 Page 5

1.2.5.3 Payment Items

0030 CONTROL SYSTEM UPGRADE, DAM GATES

1.2.6 Clean and Paint Machinery Support Beams, Gates 4 and 8

1.2.6.1 Payment

Payment for these items shall constitute full compensation for all labor, equipment, material and supply costs for cleaning and painting the machinery support beams at Gates 4 and 8 as specified.

1.2.6.2 Unit of Measure

Unit of measure: Job

1.2.6.3 Payment Item

0026 CLEAN AND PAINT MACHINERY SUPPORT BEAMS FOR GATES 4 AND 8

1.2.7 Mobilization and Preparatory Work for Touchup of Bulkhead Units

1.2.7.1 Payment

Payment for mobilizing and demobilizing materials and equipment and preparatory work for touchup painting of emergency bulkhead units shall constitute full compensation for performing the work and shall include the cost of all labor, equipment and tools, materials and supplies required.

Payment for pressure washing the bulkhead units and for touch up painting will be made under items 0027 CLEAN BULKHEAD UNITS and 0029 REPAIR OF

COATING ON BULKHEAD UNITS.

1.2.7.2 Unit of Measure

Unit of measure: Job.

1.2.7.3 Payment Item

0028 MOBILIZATION AND PREPARATORY WORK FOR REPAIR OF COATING ON

BULKHEAD UNITS

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.1 Digital Progress Images

1.3.1.1 Payment

Payment shall constitute full compensation for all costs in connection with completing these items of work as specified in Section 01 32 33

DIGITAL PROGRESS IMAGES.

SECTION 01 22 00.00 08 Page 6

1.3.1.2 Measurement

Measurement shall be based on sets of progress photographs that are approved and accepted by the Contracting Officer or their designated representative.

1.3.1.3 Unit of Measure

Unit of measure: Sets.

1.3.1.4 Payment Items

0002 DIGITAL PROGRESS IMAGES

1.3.2 Demolition of Lift Gates and Associated Items

1.3.2.1 Payment

This item includes removal of the lift gate bodies, end trucks, and hoist chains and disposal of the removed materials as specified.

1.3.2.2 Measurement

Measurement will be made of the number of gates and associated items removed and disposed as specified.

1.3.2.3 Unit of Measure

Unit of measure: Each

1.3.2.4 Payment Item

0006 DEMOLITION OF EXISTING LIFT GATE AND ASSOCIATED ITEMS

1.3.3 Demolition of Concrete and Embedded Items

1.3.3.1 Payment

These items include demolition to remove concrete and embedded metals from piers and other areas shown and specified. Concrete and embedded metals shall be removed to the limits indicated, and in accordance with the allowable tolerances for concrete removal. Payment shall constitute full compensation for all labor, equipment, tools, and supplies, for the following:

a. Removal of concrete from piers for installation of new plates and embedded metals and removal of concrete from piers within the modification limits shown on Drawing SD-3122, as shown including, collection of debris, disposal of concrete debris, protection of existing features of work and all other incidental costs in connection with concrete removal, as shown, as required, and as specified herein. This item shall also include all costs for any necessary roughening of concrete surfaces. No payment will be made for the collection of concrete that falls into the river, which cost will be at the Contractor's expense.

b. Any precision concrete demolition methods (i.e. wire saw, line drilling, etc.) that are used.

SECTION 01 22 00.00 08 Page 7

1.3.3.2 Measurement

Measurement of concrete will be made on the basis of the actual volume of concrete removed, within the limits of work, as indicated on the contract drawings and as approved by the Contracting Officer or their designated representative. Measurement will be made in accordance with paragraph Measurement Procedures. Measurement for CONCRETE REMOVAL, PIER MODIFICATIONS will be to the neat lines shown on the contract drawings.

Measurement of CONCRETE REMOVAL BEYOND LIMITS OF MODIFICATION will be to the lines and depths approved by the Contracting Officer or their designated representative.

1.3.3.3 Unit of Measure

Unit of measure: Cubic Yards.

1.3.3.4 Payment Items

0007 CONCRETE REMOVAL, PIER MODIFICATIONS

0008 CONCRETE REMOVAL BEYOND LIMITS OF MODIFICATION

1.3.4 Steel Dowels and Reinforcing

1.3.4.1 Payment

Payment shall constitute full compensation for all labor, equipment, tools, and supplies, for the following:

1. Furnishing and installing all steel dowels, including drilling and grouting of dowels pier modification and Type 2 spall repair.

2. Furnishing and installing all concrete reinforcing and accessories.

1.3.4.2 Measurement

Measurement of reinforcing steel and dowels shall be based on the actual weight of materials as shown on the shipping bills and as approved by the Contracting Officer or their designated representative.

1.3.4.3 Unit of Measure

Unit of measure: Pounds.

1.3.4.4 Payment Items

0009 STEEL DOWELS AND REINFORCING STEEL

0010 ADDITIONAL STEEL DOWELS AND REINFORCING FOR CONCRETE REPAIR

0015 TYPE 2 SPALL REPAIR (DEEP), REINFORCING STEEL

1.3.5 Concrete

1.3.5.1 Payment

Payment for each of these items shall constitute full compensation for all labor, equipment, tools, and supplies, for the following:

1. Preparation and protection of all existing concrete surfaces.

2. Furnishing and placing all concrete including, formwork, SECTION 01 22 00.00 08 Page 8 finishing, curing and protection and other necessary work.

1.3.5.2 Measurement

Measurement of concrete will be made on the basis of the actual volume of concrete placed, within the limits of work, as indicated on the contract drawings. Measurement will be made in accordance with paragraph Measurement Procedures. Measurement for CONCRETE, PIER MODIFICATIONS will be to the neat lines shown on the contract drawings. Measurement of ADDITIONAL CONCRETE REPAIR BEYOND LIMITS OF MODIFICATION will be to the lines and depths approved by the Contracting Officer or their designated representative.

1.3.5.3 Unit of Measure

Unit of measure: Cubic Yards.

1.3.5.4 Payment Items

0011 CONCRETE, PIER MODIFICATION

0012 ADDITIONAL CONCRETE FOR CONCRETE REPAIR BEYOND MODIFICATION

LIMITS

1.3.6 Embedded Metal Work

1.3.6.1 Payment

Payment shall constitute full compensation for all labor, equipment, tools, and supplies, for furnishing and installing embedded metals in the dam piers, sills and other locations shown.

1.3.6.2 Measurement

Measurement of embedded metals shall be based on the actual weight of materials as shown on the shipping bills and as approved by the Contracting Officer or their designated representative.

1.3.6.3 Unit of Measure

Unit of measure: Pounds.

1.3.6.4 Payment Item

0013 EMBEDDED METALS

1.3.7 Spall Repair

1.3.7.1 Payment

Payment for polymer-modified mortar and polymer-modified concrete spall repairs will be made at the respective contract unit prices per square foot.

These payments shall constitute full compensation for performing the work and shall include the cost of all labor, equipment and tools, materials and supplies required to remove existing concrete and complete the mortar and concrete work under this contract. No measurement and payment will be made for polymer-modified mortar or concrete, as such, which is placed in structures for which payment is made as a lump sum. No separate payment will be made for bonding coats or agents. Payment for reinforcing steel for Type 2 Spall repair will be made as specified in paragraph Steel

SECTION 01 22 00.00 08 Page 9

Dowels and Reinforcing.

1.3.7.2 Measurement

Measurement of polymer-modified mortar and concrete will be made on the basis of the actual area of polymer-modified mortar or concrete placed, within the limits of work, as indicated on the contract drawings and approved by the Contracting Officer or their designated representative.

Measurement will be made in accordance with paragraph Measurement Procedures.

1.3.7.3 Unit of Measure

Unit of measure: square feet.

1.3.7.4 Payment Items

0014 TYPE 1 SPALL REPAIR (SHALLOW)

0017 TYPE 2 SPALL REPAIR (DEEP)

1.3.8 Crack Injection

1.3.8.1 Payment

Payment will be made for costs associated with injecting cracks with epoxy injection adhesive, including cleaning the cracks, preparing the surface for crack surface sealer, placing crack surface sealer, installing injection ports, and cleanup upon completion of injection. Payment for will be made at the contract price per linear foot of crack.

1.3.8.2 Measurement

Measurement of crack injection will be made on the basis of the actual length of crack as shown on the crack map submittals and verified by the Contracting Officer or their designated representative, and accepted, within the limits of work as indicated on the contract drawings.

1.3.8.3 Unit of Measure

Unit of measure: linear foot.

1.3.8.4 Payment Items

0016 EPOXY INJECTION ADHESIVE

1.3.9 Modification of Machinery Houses

1.3.9.1 Payment

Payment shall constitute full compensation for all labor, equipment, material and supply costs of for removal, modification and reinstallation of the three dam pier machinery houses for each new lift gate, as shown on the contract drawings, as specified herein, or as directed by the Contracting Officer or their designated representative. Payment for each of these items shall be made at the contract job price, and shall include:

a. Disassembly of all mechanical equipment such as motors, brakes, gear boxes and other items of the hoist system, and the wrapping and storage of these components until such time as they are reinstalled;

SECTION 01 22 00.00 08 Page 10

b. Disassembly of all electrical equipment including security, communication and power/control systems, and the wrapping and storage of these components until such time as they are reinstalled;

c. Disassembly of all components of the machinery houses that are to be reused, such as door frames and the wrapping and storage of these components until such time as they are reinstalled;

d. Removal and disposal of items such as metal siding, windows and electrical lighting system.;

e. Removal and modification of the machinery house structures, including furnishing and installing new framing members; painting;

furnishing and installing new windows, complete; furnishing and installing new metal siding, complete; furnishing and installing new flashing; caulking; furnishing and installing new anchor bolts (including grout) and fasteners for reassembly and reinstallation of the machinery houses;

f. Reinstallation of the modified machinery houses, including reinstallation of existing door frame; furnishing and installing new flashing and caulking; field welding; and touchup painting.

g. Replacement of roof panels.

Replacement of roof panels on Machinery Houses 1, 2, 3, 4, 5, and 8 are covered under Item 0024 REPLACE ROOF PANELS ON MACHINERY HOUSES. Roof panels on Machinery Houses 6 and 7 were previously replaced.

1.3.9.2 Measurement

Measurement will be made of the number of machinery houses modified as shown on the drawings and as specified.

1.3.9.3 Unit of Measure

Unit of measure: Each.

1.3.9.4 Payment Item

0018 MODIFICATION OF MACHINERY HOUSINGS

1.3.10 Modification of Lift Gate Machinery Supports

1.3.10.1 Payment

Payment shall constitute full compensation for all costs of installing the new Government-furnished machinery supports for the two lift gate hoist systems as shown on the contract drawings, as specified herein. Payment for the following work shall be made at the contract job price, which shall include:

a. All required field touchup.

b. All machine and metalwork fabrication of new bearing plates, ladders, and diamond plates, as shown and specified, including all shop assembly and delivery;

SECTION 01 22 00.00 08 Page 11

c. Removal and storage of existing machinery bases with all hoisting machinery attached, until such time that it is reinstalled;

d. Furnishing and installing new anchor bolts, including drilling and grouting;

e. All costs required for testing of materials and products incorporated into the work;

f. All costs for field installation of the new supports and existing machinery bases, complete as shown, including any temporary scaffolds and supports for installation;

g. All incidental costs to furnish and install the new machinery supports, as shown and specified.

1.3.10.2 Measurement

Measurement will be made of the number of machinery supports modified as shown on the drawings and as specified.

1.3.10.3 Unit of Measure

Unit of measure: Sets.

1.3.10.4 Payment Item

0019 MODIFICATION OF LIFT GATE MACHINERY SUPPORTS

1.3.11 Rehabilitation of Lift Gate Equipment

1.3.11.1 Payment

Payment will be made for costs associated with removal, refurbishing and reinstallation of gate hoist electric motors, brakes and other electrical equipment as shown and specified and cleaning, inspection and lubrication of hoist machinery. Payment for this item shall constitute full compensation for all labor, equipment, material and supply costs for the following:

a. Refurbishing and reinstallation of existing gate hoist motors.

b. Refurbishing and reinstallation of existing gate hoist brakes.

c. Providing all conduits and fittings; wire and cable, as shown and as specified including grounding materials; and all other appurtenances.

d. Payment shall also include all costs required for testing of electrical materials and products incorporated into the work; required shop and field tests; field startup tests and personnel training.

e. Inspection, cleaning, degreasing of machinery gears, gear boxes, sprockets and other moving parts, including the control, collection and disposal of all byproducts; filling gear boxes with Government-furnished gear oil; and lubricating gears, sprockets and other moving parts with Government furnished lubricant;

f. Installation of Government-furnished drive sprockets.

SECTION 01 22 00.00 08 Page 12

1.3.11.2 Measurement

Measurement will be made of the number of sets of lift gate machinery rehabilitated as shown on the drawings and as specified.

1.3.11.3 Unit of Measure

Unit of measure: Sets.

1.3.11.4 Payment Item

0020 REPAIR AND REHABILITATION OF GATE HOIST MACHINERY

1.3.12 Installation of New Lift Gates

1.3.12.1 Payment

Payment shall constitute full compensation for all labor, equipment, tools, and supplies, for the following:

a. Delivery of Government-furnished lift gate and all components to the project site.

b. Erection of new lift gate and all components, including, all temporary scaffolding, supports and falsework required for the installation. All required field tests.

c. Installation of all associated gate items including but not limited to, wheel assemblies; walkway and platform framing; steel grating; ladders; handrail; rubber seals and fasteners. Payment shall also include vulcanizing of rubber seals as required.

d. All field metallizing and touchup painting.

e. All advanced planning and engineering; detailing and preparation of required erection plans, drawings, and computations; and all other incidental costs required to install the new lift gate, as shown on the contract drawings and specified.

1.3.12.2 Unit of Measure

Unit of measure: Each.

1.3.12.3 Payment Item

0021 INSTALL GOVERNMENT-FURNISHED LIFT GATES

1.3.13 Install New Government-Furnished Hoisting Chains

1.3.13.1 Payment

Payment shall constitute full compensation for all labor, equipment, material and supply costs to deliver and install the new Government-furnished gate hoisting chains for this project as shown on the contract drawings and specified. Payment will include the following:

a. All delivery; and field installation costs. Payment shall also include all costs required for temporary scaffolds and support

SECTION 01 22 00.00 08 Page 13 structures; field startup tests and training.

b. Final field cleaning and lubrication of hoisting chains with Government-furnished lubricant.

c. All advanced planning and engineering for preparation of installation plans, drawings and data.

d. All incidental costs to deliver and install the hoisting chains, as shown and specified.

1.3.13.2 Unit of Measure

Unit of measure: Set.

1.3.13.3 Payment Item

0022 INSTALL NEW GOVERNMENT-FURNISHED HOISTING CHAINS

1.3.14 Electrical Equipment and Systems

1.3.14.1 Payment

Payment will be made for costs associated with reinstallation and replacement of electrical systems in the modified machinery houses as shown and specified. Payment for this item shall constitute full compensation for all labor, equipment, material and supply costs for the following:

a. Removal, refurbishing and reinstallation of existing exterior flood lights, including reinstallation of existing pushbutton control, and furnishing and installing any new conduit, junction boxes and wiring;

b. Relocation of existing power and control wiring from motor control center and panel boards to the existing limit switches, position indicator and remote control station, including furnishing and installing any new conduit, conduit fittings, junction boxes, supports and connectors, and wiring;

c. Relocation of existing security system components to accommodate the relocation gate hoist equipment, including relocation of breakout box, panels, junction boxes, conduit, conduit fittings, wiring and fiber optic cable, and removal and reinstallation of motion sensor and associated conduit and cable. Payment includes furnishing and installing any necessary new conduit, conduit fittings and junction boxes necessary to adjust these systems; and testing of fiber optic cable;

d. Furnishing and installing new electrical lighting systems inside the modified machinery houses, including new fixtures, light switch, box, lamps, conduits (rigid and flex, junction boxes, plug and wiring as shown and specified;

e. Furnishing and installing new electrical devices such as new receptacles inside the modified machinery houses and mounted to them machinery bases, including new receptacles, conduits, boxes, device plates and wiring as shown and specified;

SECTION 01 22 00.00 08 Page 14

f. All costs required for testing of electrical materials and products incorporated into the work; required shop and field tests;

and field tests;

1.3.14.2 Unit of Measure

Unit of measure: Each.

1.3.14.3 Payment Item

0023 ELECTRICAL EQUIPMENT AND SYSTEMS

1.3.15 Replace Roof Panels on Machinery Houses

1.3.15.1 Payment

Payment will be made for costs associated with removal and disposal of existing roof panels and furnishing and installing new roof panels as shown and specified. Payment for this item shall constitute full compensation for all labor, equipment, material and supply costs for completing replacement of the roof panels for Machinery Houses 1, 2, 3, 4, 5, and 8. Payment for replacement of roof panels on Machinery Houses 9, 10 and 11 will be included in Item 0018 MODIFICATION OF MACHINERY HOUSES.

1.3.15.2 Measurement

Measurement will be made of the number of machinery roofs replaced as shown on the drawings and as specified.

1.3.15.3 Unit of Measure

Unit of measure: Each.

1.3.15.4 Payment Item

0024 REPLACE ROOF PANELS ON MACHINERY HOUSES

1.3.16 Replace Safety Chains on Gates 4, 5, 6, 7, and 8

1.3.16.1 Payment

Payment for removing the existing safety chains and furnishing and installing new safety chains as specified.

1.3.16.2 Measurement

Measurement will be made on the basis of the number of sets (two per gate) of safety chains replaced.

1.3.16.3 Unit of Measure

Unit of measure: set.

1.3.16.4 Payment Item

0025 REPLACE SAFETY CHAINS, GATES 4, 5, 6, 7, and 8

SECTION 01 22 00.00 08 Page 15

1.3.17 Clean Bulkhead Units

1.3.17.1 Payment

Payment shall constitute full compensation for all costs in connection with completing this item of work as specified in Section 01 35 00.00 08

SPECIAL PROCEDURES.

1.3.17.2 Measurement

Measurement shall be based on the number of times each set of three bulkhead units are cleaned as approved and accepted by the Contracting Officer. As stated in Section 01 35 00.00 08 SPECIAL CONTRACT REQUIREMENTS, paragraph CLEANING BULKHEAD UNITS, this will occur upon completion of installation of each lift gate.

1.3.17.3 Unit of Measure

Unit of measure: Set.

1.3.17.4 Payment Items

0027 CLEAN BULKHEAD UNITS

1.3.18 Repair Of Coating on Bulkhead Units

1.3.18.1 Payment

Payment for repair of paint coating on the bulkhead units after final cleaning will be made at the contract unit price per square foot. This payment shall constitute full compensation for performing the work and shall include the cost of all labor, equipment and tools, materials and supplies required to for surface preparation, removal and disposal of debris, and painting the area(s) as approved by the Contracting Officer or their designated representative.

1.3.18.2 Measurement

Measurement will be made on the basis of the actual area of existing coating repaired, as approved by the Contracting Officer or their designated representative.

1.3.18.3 Unit of Measure

Unit of measure: square feet.

1.3.18.4 Payment Item

0029 REPAIR OF COATING ON BULKHEAD UNITS

1.4 MEASUREMENT PROCEDURES

1.4.1 Concrete Removal

Remove concrete to the lines of removal indicated on the contract drawings or as approved by the Contracting Officer or their designated representative. Unauthorized concrete removals in excess of 1 inch beyond the lines shown will not be acceptable, and repair of such excess area shall be performed by the Contractor to the satisfaction of the

SECTION 01 22 00.00 08 Page 16

Contracting Officer or their designated representative and at no additional cost to the Government. Measurement shall be made in the presence of the Contracting Officer or their designated representative.

No deductions will be made for rounded or beveled edges or space occupied by metal work, electrical conduits or other materials, nor for individual voids or embedded items which are either less than five cubic feet in volume or one square foot in cross section.

1.4.2 Measurement of Vertical Concrete Removal

Determine the volume of vertical concrete removal from cross sections made prior to and after removal. Make cross sections from surveyed measurements at a minimum of 20 points, unless otherwise specified by the Contracting Officer or their designated representative. Take initial survey of the existing surface prior to removal, and take final surveys on the same control stations. Calculate volumes by the average-end-area method using the cross sections surveyed, unless otherwise specified. For areas of vertical concrete removal which are not readily accessible for survey, determine the volume of concrete from the neat lines of concrete removal as shown on the contract drawings, with the approval of the Contracting Officer or their designated representative. Do not include any volume of concrete removal made beyond the allowable tolerances specified.

1.4.3 Measurement of Horizontal Concrete Removal

Determine volumes of horizontal concrete removal from cross sections made prior to and after removal. Make cross sections from surveyed measurements at a minimum of 20 points, unless otherwise specified by the Contracting Officer or their designated representative. Take initial survey of the existing surface prior to removal, and take final cross sections at the same control stations. Calculate volumes by the average-end-area method using the cross sections surveyed, unless otherwise specified. Do not include any volume of concrete removal made beyond the allowable tolerances specified.

1.4.4 Measurements of Concrete

For areas that are readily accessible by a survey crew, determine volumes by cross sections of the areas prior to and after concrete placement.

Take the initial and final cross sections at the same control stations used for concrete removal where possible. Calculate volumes by the average-end-area method using the cross sections surveyed, unless otherwise specified. No deductions will be made for rounded or beveled edges or space occupied by metal work, electrical conduits or other materials, nor for individual voids or embedded items which are either less than five cubic feet in volume or one square foot in cross section.

For areas of concrete placement which are not readily accessible for survey, determine the volume of concrete from the neat lines of concrete placement as shown on the contract drawings. Do not include any volume of concrete placed to compensate for removal made beyond the allowable tolerances specified.

PART 2 PRODUCTS

Not Used

SECTION 01 22 00.00 08 Page 17

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within calendar 30 days after the date of receipt of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer or their designated representative as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer or their designated representative to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

-- End of Section --

SECTION 01 22 00.00 08 Page 18

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.00 08

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 ACRONYMS

1.4 CONTRACT ADMINISTRATION

1.5 SUPERVISION

1.5.1 Minimum Communication Requirements

1.5.2 Superintendent Qualifications

1.5.2.1 Duties

1.5.3 Non-Compliance Actions

1.6 PRECONSTRUCTION CONFERENCE

1.7 PARTNERING

1.7.1 Informal Partnering

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 30 00.00 08 Page 1

SECTION 01 30 00.00 08

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUMMARY

This sections contains contract administrative requirements which are not covered in Section 00 70 00 CONDITIONS OF THE CONTRACT or Section 00 73 00

SUPPLEMENTARY CONDITIONS.

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.3 ACRONYMS

DFARS - Defense Federal Acquisition Regulation Supplement EP - Engineer Pamphlet FAR - Federal Acquisition Regulation SAT - Simplified Acquisition Threshold

1.4 CONTRACT ADMINISTRATION

An Administrative Contracting Officer (ACO) will be designated on this contract to act within the limits delegated by the Contracting Officer.

The ACO designation letter will clearly detail what the authorities of the

ACO.

1.5 SUPERVISION

1.5.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.5.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction

SECTION 01 30 00.00 08 Page 2 drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer or their designated representative may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.5.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.5.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer or their designated representative for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion. Furthermore, the Contracting Officer or their designated representative may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.6 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer or their designated representative to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, clear expectations of the "Interim DD Form 1354" Submittal, and the processes for joint risk management between the Contractor and Government. Major subcontractors who will engage in the work must also attend.

1.7 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that includes joint risk management, is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer or their designated representative will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

SECTION 01 30 00.00 08 Page 3

1.7.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer or their designated representative and the Contractor (typically a conference room provided by the Resident Engineer office or the Contractor). The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer or their designated representative. The Partners will determine the frequency of the follow-on sessions, at no more than 3 to six month intervals.

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

NOT USED

-- End of Section --

SECTION 01 30 00.00 08 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 08

PROJECT SCHEDULE BAR CHART

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 PROGRESS SCHEDULE - BAR CHART

3.3 PROJECT SCHEDULE SUBMISSIONS

3.3.1 Project Schedule Submission

3.3.2 Periodic Schedule Updates

3.4 SUBMISSION REQUIREMENTS

3.4.1 Data CD/DVDs

3.4.2 Narrative Report

3.5 PERIODIC SCHEDULE UPDATE

3.5.1 Periodic Schedule Update Meetings

3.5.2 Update Submission Following Progress Meeting

3.6 REQUESTS FOR TIME EXTENSIONS

3.6.1 Justification of Delay

3.6.2 Time Extension

3.6.3 Impact to Early Completion Schedule

3.7 FAILURE TO ACHIEVE PROGRESS

3.7.1 Artificially Improving Progress

3.7.2 Failure to Perform

3.7.3 Recovery Schedule

-- End of Section Table of Contents --

SECTION 01 32 01.00 08 Page 1

SECTION 01 32 01.00 08

PROJECT SCHEDULE BAR CHART

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Periodic Schedule Update; G , RO

Bar Chart; G, RO

Project Scheduler Qualifications

1.2 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports.

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to Section 00 70 00 CONDITIONS OF THE CONTRACT, FAR 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required.

The scheduling of construction is the responsibility of the Contractor.

Contractor management personnel must actively participate in its development.