W912P521B0004 RTA TSpecs.pdf

Solicitation No. W912P521B0004

US Army Corps Of Engineers Nashville District

Loyall Ponding - Phase I

Cumberland River Harlan County Loyal, Kentucky

TECHNICAL SPECIFICATIONS

RTA – Certified Final

January 2021

THIS PAGE INTENTIONALLY LEFT BLANK

FOR DUPLEX PRINTING

Loyall Ponding - Phase I Cumberland River W912P521B0004 RTA Loyall, Kentucky

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 PRICE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

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

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 55 26 TRAFFIC CONTROL

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 95 00 FORMS AND ATTACHMENTS

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

02 41 00 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 42 13 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DI VI SI ON 05 - METALS

05 50 15 CIVIL WORKS FABRICATIONS

DI VI SI ON 26 - ELECTRI CAL

26 32 15 120V PORTABLE GENERATOR

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 15 00 AGGREGATE SURFACING

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 40 00 STORM DRAINAGE UTILITIES

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

35 20 15 FRP COMPOSITE STRUCTURES

35 20 16 SLUICE GATES

35 31 19 STONE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

1.2 LOCATION AND ACCESS

1.2.1 Location

1.2.2 Access to Site

1.2.2.1 Upstream Access

1.2.2.2 Downstream Access

1.3 COORDINATION CONFERENCES

1.4 PARTNERING

1.5 REFERENCES

1.6 PROJECT SIGNS

1.6.1 General

1.6.2 Materials

1.6.3 Painting

1.6.4 Erection and Maintenance

1.7 CONTRACTOR'S STAGING AREA

1.8 DAILY CLEANUP AND DISPOSAL

1.9 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.10 EVALUATION OF CONTRACTOR PERFORMANCE

1.11 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.12 MEASUREMENT AND PAYMENT

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 AVAILABILITY AND USE OF UTILITY SERVICES

3.1.1 Contractor Responsibilities

3.1.2 Interruptions of Utilities

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00 Page 2

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

This section comprises an explanation of the general contract requirements needed to accomplish the work. All work specified herein shall be accomplished in accordance with the procedures prescribed in the specifications and drawings.

1.2 LOCATION AND ACCESS

1.2.1 Location

Loyall, Kentucky

1.2.2 Access to Site

1.2.2.1 Upstream Access

Access to the Upstream gravity inlet and the upstream weir is achieved through the guardrail off of Highway 840 at the edge of the city park and Highway 840 bridge. The access area is also shown on Drawing Q1A-64/702.

1.2.2.2 Downstream Access

Access to the Downstream Flapgate (which is located on the south side of the levee) is on Highway 840/Wilkerson Street and Park Hill Road. Access to the pond side (north side of levee) of the downstream outlet is at the corner of Highway 840/Wilkerson Street and the railroad crossing on Highway 840/Wilkerson Street. The access areas are also shown on Drawing Q1A-64/704.

1.3 COORDINATION CONFERENCES

Routine coordination conferences will be scheduled by the Contracting Officer throughout the life of this project. Coordination conferences will be held to discuss contract administration, Contractor quality control, phasing, scheduling, and other aspects relating to this construction. The Corps of Engineers and the Contractor will be represented at each of these meetings. Coordination conferences will be scheduled to occur when notified by the Contracting Officer.

1.4 PARTNERING

In order to most effectively accomplish this contract, the Government urges the contractor to join the Government in establishing a cohesive and professional project management team. Through this "partnering" relationship both entities would strive to draw on the strengths of each organization for the ultimate goal of assuring that the project’s intended results are achieved, within budget and on schedule. This endeavor seeks

SECTION 01 00 00 Page 3 an environment that nurtures team building, cooperation and trust between the Government and the Contractor. The partnering relationship would be bilateral in make-up, and participation will be totally voluntary.

The first step in initiating the concept would be a joint project management team "partnering" conference attended by multiple officers from each organization representing management and the key jobsite staff of each entity. The initial conference would be held within the first thirty

(30) days following contract award. The Resident Engineer would chair the conference, establish its agenda and distribute minutes of the meeting. A professional facilitator acceptable to both parties would lead the participants of the session, through the steps of team building and the formation of a problem solving mechanism within the group. The conference duration would be no more than one day. Location of the conference would be offsite within a 60 mile radius of the jobsite at a facility which offers conference rooms and food service. All costs in connection with rented facilities and the facilitator would be shared equally by the Government and the Contractor. Each organization would pay other costs of its respective employees attending the conference.

Additional partnering sessions would be held no less than biannually.

Implementation of the partnering concept and philosophy would be an on-going process.

1.5 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)

ECB 2020-1 (2020) USACE Construction Project Signs and Use of the Army Star

EP 310-1-6a (2006) Sign Standards Manual, VOL 1

EP 310-1-6b (2006) Sign Standards Manual, VOL 2, Appendices

1.6 PROJECT SIGNS

1.6.1 General

Furnish and erect, within 15 days after issuance of the Notice to Proceed, a PROJECT IDENTIFICATION SIGN and a SAFETY PERFORMANCE SIGN at the location directed by the Contracting Officer. Letter signs on one side only and conform to EP 310-1-6a (Section 16), EP 310-1-6b , ECB 2020-1 , and to the details and colors shown on the sketches attached at the end of Section 01 95 00 FORMS AND ATTACHMENTS. Name the project as follows:

LOYALL PONDING DESIGN PHASE I

1.6.2 Materials

Construct the sign with a face sheet of 3/4 inch exterior grade plywood mounted on a substantial framework of treated 4-inch by 4-inch material.

Screws shall be commercial quality and of sizes shown.

SECTION 01 00 00 Page 4

1.6.3 Painting

Apply one prime coat and two finish coats of exterior oil paint to signs and post before lettering. Apply letters and trim to one side only using one coat of enamel of color, style, and size shown.

1.6.4 Erection and Maintenance

Erect signs at the locations designated by the Contracting Officer. Signs shall be plumb and backfill of post holes shall be well tamped to properly support the signs throughout the life of the contract. Maintain signs in good condition until completion of the contract. Remove signs from the site upon final acceptance of the contract work.

1.7 CONTRACTOR'S STAGING AREA

The Contractor will be assigned an area within or near the project site for use as a staging area. The building of structures, the erection of tents or other forms of protection will be permitted only at such places as the Government shall approve, and the sanitary conditions of the grounds in or about such structures shall at all times be maintained in a satisfactory manner. Temporary Contractor facilities provided during Construction shall be removed prior to final acceptance from the Government. As a minimum the area shall be left looking "broom clean" and at least as clean as before the structure placement.

1.8 DAILY CLEANUP AND DISPOSAL

Work areas shall be kept reasonably neat on a daily basis. Debris resulting from the work, such as empty paint cans, packing cases, scrap lumber, oil and grease spills, and other debris shall be collected, removed, and disposed of off-site at least once per week. Government trash cans, dump boxes and other containers shall not be used. Liquid waste shall not be disposed of in existing drains.

1.9 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Existing facilities shall be protected whether or not shown on the drawings. Upon completion of the work, existing facilities, not included as a portion of the work, shall be left in a condition equal to the original condition prior to the contract. Costs for repair and restoration of any facilities shall be considered to be incidental to and included in the contract price.

1.10 EVALUATION OF CONTRACTOR PERFORMANCE

The Contractor's performance will be evaluated in accordance with FAR Part

42.15 in the areas of quality, schedule, cost control, management, utilization of small businesses, and regulatory compliance at minimum.

The evaluation will include a written narrative and rating of either exceptional, very good, satisfactory, marginal, or unsatisfactory for each. The format for the evaluation is attached at the end of Section

01 95 00 FORMS AND ATTACHMENTS.

The Contractor's review of the evaluation shall be completed electronically at the CPARS, http://www.cpars.gov . This website also includes guidance and the user's manual.

Upon contract award, the Contractor shall provide the Contracting Officer

SECTION 01 00 00 Page 5 with the name and e-mail address of the Contractor's Representative to be registered into the system. Following initial completion by the Government, the Contractor will have sixty (60) calendar days to review, comment, and return the evaluation.

1.11 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13 EQUAL OPPORTUNITY FOR VETERANS, FAR Clause 52.222-35 EQUAL OPPORTUNITY FOR VETERANS, FAR Clause 52.222-37 EMPLOYMENT REPORTS ON VETERANS, DFARS

222.13 SPECIAL DISABLED AND VIETNAM ERA VETERANS, and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract.

While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

a. U.S. Department of Labor Veterans employment: www.vets.gov/

b. Federal veteran employment information: www.fedshirevets.gov/index.aspx

c. Veterans’ Employment and Training Service (VETS):

http://www.dol.gov/vets/

d. Veterans Opportunity to Work (VOW) Program: http://benefits.va.gov/vow/

e. U.S. Army Warrior Transition Command Employment Index:

http://www.wct.army.mil/modules/employers/index.html

f. Hiring Our Heroes initiative:

www.uschamberfoundation.org/hiring-our-heroes

g. Guide to Hiring Veterans:

https:://obamawhitehouse.archives.gov/sites/default/files/docs/white_house_business_council

- guide_to_hiring_veterans_0.pdf

1.12 MEASUREMENT AND PAYMENT

No separate payment will be made for the work covered under this section.

The costs thereof shall be included in the item to which the work pertains.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 AVAILABILITY AND USE OF UTILITY SERVICES

3.1.1 Contractor Responsibilities

a. The Contractor shall be responsible for the availability of utilities for use on the project. Raw water is available with no charge at the site. The contractor shall supply any other utilities needed at his cost. The Contractor shall carefully conserve any utilities furnished without charge.

SECTION 01 00 00 Page 6

b. The Contractor, at its expense and in a workmanlike manner satisfactory to the Contracting Officer, shall install and maintain all necessary temporary connections and distribution lines. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, and associated paraphernalia.

c. The Contractor is responsible for providing drinking water facilities for all personnel associated with this contract.

3.1.2 Interruptions of Utilities

a. No utility services shall be interrupted by the Contractor to make connections, to relocate, or for any purpose without approval of the Contracting Officer.

b. Request for Permission to shut down services shall be submitted in writing to the Contracting Officer not less than seventeen (17) days prior to date of proposed interruption. The request shall give the following information:

(1) Nature of Utility (Gas, L.P. or H.P., Water, etc.)

(2) Size of line and location of shutoff.

(3) Buildings and services affected.

(4) Hours and date of shutoff.

(5) Estimated length of time services will be interrupted.

c. Services shall not be shutoff until receipt of approval of the proposed hours and date from the Contracting Officer.

d. Shutoffs which will cause interruption of Government work operations as determined by the Contracting Officer shall be accomplished during regular non-work hours or on non-work days of the Using Agency.

e. Operation of valves on water mains will be by Government personnel.

Where shutoff of water lines interrupts service to fire hydrants or fire sprinkler systems, the Contractor shall arrange his operations and have sufficient material and personnel available to complete the work without undue delay or to restore service without delay in event of emergency.

-- End of Section --

SECTION 01 00 00 Page 7

SECTION 01 00 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 OCCUPANCY OF PREMISES

1.4 EXISTING WORK

1.5 LOCATION OF UNDERGROUND UTILITIES

1.5.1 Notification Prior to Excavation

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The purpose for the Loyall Ponding Phase 1 project is to repair/replace the inlet and outlet of the flow-through ponding area and provide access to downstream culvert for maintenance.

The work includes The following items and incidental related work.

a. Rehabilitation of Upstream Inlet (Sluice Gate). Currently this inlet is not functioning as an inlet as designed and will be repurposed into an outlet. The rehabilitation will include:

- Repair current concrete structure.

- Clean out debris.

- Convert inlet into outlet structure.

b. Installation of Upstream Access Road. A temporary access road will need to be constructed along the top of the upstream levee and traverse down the levee to the weir in the river. This road will be constructed out of shotrock and crushed stone. The road will be designed to support hauling trucks and the weir removal equipment.

c. Installation of Access Pad. Currently a weir is in the Cumberland River, upstream of the hwy 840 bridge. The access road will be constructed to provide access to the weir and a pad of shotrock will also need to be constructed to facilitate construction activities at the gravity inlet upstream headwall and the Cumberland River weir.

d. Removal of Weir. The weir currently in the Cumberland River will be removed to facilitate the new flap gate to be installed.

d. Removal of the Upstream Secondary Sluice Gate. The Contractor shall remove the upstream secondary sluice gate and all other mechanical/electrical items. See Specification 02 41 00 DEMOLITION for more information.

e. Rehab of Both Upstream and Downstream Primary Sluice Gates. The Contractor shall rehab mechanical and electrical items for both

SECTION 01 11 00 Page 3 upstream and downstream primary sluice gates. See Specification 35 20 16SLUICE GATES for more information.

f. Replace the Downstream Flap Gate. The downstream Flap Gate on the gravity outlet will be replaced with a FRP Flap Gate See Specification 02 41 00 DEMOLITION for more information about the removal of the existing flap gate and Specification 35 20 15 FRP COMPOSITE STRUCTURES for more information on the FRP Flap Gate. .

g. Install Upstream FRP Flap Gate. The Contractor shall install a FRP Flap Gate on the upstream concrete head wall. See Specification 35 20 15 FRP COMPOSITE STRUCTURES for more information on the FRP Flap Gate

h. Construct Downstream Causeway. A causeway will be constructed out of shotrock and a smaller aggregate at the upstream end of the gravity outlet. A reinforced concrete pipe with a concrete headwall at both ends will be installed in the causeway to connect the pond to the river overflow. Other drainage structures such as catchbasins and RCP pipe may be necessary to keep the causeway adequately drained.

1.2.2 Location

The work is located in the city of Loyall, Kentucky in Harlan County along the Cumberland River, approximately as indicated. The exact location will be shown on the plan drawings provided.

1.3 OCCUPANCY OF PREMISES

Area(s) will be occupied during performance of work under this Contract.

Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches.

1.4 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remains.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 1 week prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

SECTION 01 11 00 Page 4

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground, or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 5

SECTION 01 11 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PAYMENT ITEMS

1.2.1 Performance and Payment Bonds

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 Mobilization and Demobilization

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Weir Access Road Construction and Removal

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 Weir Demolition and Removal

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.5 Upstream Inlet Culvert Rehabilitation and Conversion

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 Upstream Culvert Cleanout

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

1.2.7 Inspection of Both Existing Culverts

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.7.3 Unit of Measure

1.2.8 Rehabilitation of Upstream Primary Sluice Gate Operator and

Controls

1.2.8.1 Payment

1.2.8.2 Measurement

1.2.8.3 Unit of Measure

1.2.9 Rehabilitation of Downstream Primary Sluice Gate Operator and

Controls

1.2.9.1 Payment

1.2.9.2 Measurement

1.2.9.3 Unit of Measure

1.2.10 Heavy Duty Portable Electric Operator

1.2.10.1 Payment

1.2.10.2 Measurement

1.2.10.3 Unit of Measure

1.2.11 120V Portable Generator

SECTION 01 22 00 Page 1

1.2.11.1 Payment

1.2.11.2 Measurement

1.2.11.3 Unit of Measure

1.2.12 Inspection of the Sluice Gate Operating Stems

1.2.12.1 Payment

1.2.12.2 Measurement

1.2.12.3 Unit of Measure

1.2.13 Removal of Upstream Secondary Sluice Gate

1.2.13.1 Payment

1.2.13.2 Measurement

1.2.13.3 Unit of Measure

1.2.14 Upstream FRP Flap Gate

1.2.14.1 Payment

1.2.14.2 Measurement

1.2.14.3 Unit of Measure

1.2.15 Downstream FRP Flap Gate

1.2.15.1 Payment

1.2.15.2 Measurement

1.2.15.3 Unit of Measure

1.2.16 Dewatering/Unwatering for Downstream Causeway

1.2.16.1 Payment

1.2.16.2 Measurement

1.2.16.3 Unit of Measure

1.2.17 Shot Rock and Crushed Stone

1.2.17.1 Payment

1.2.17.2 Measurement

1.2.17.3 Unit of Measure

1.2.18 72" Precast Concrete Manhole with Grate

1.2.18.1 Payment

1.2.18.2 Measurement

1.2.18.3 Unit of Measure

1.2.19 36" RCP Class IV

1.2.19.1 Payment

1.2.19.2 Measurement

1.2.19.3 Unit of Measure

1.2.20 Excess Material Disposal (Haul Access Construction) for Rio

Vista Haul Road.

1.2.20.1 Payment

1.2.20.2 Measurement

1.2.20.3 Unit of Measure

1.2.21 Seeding and Mulching

1.2.21.1 Payment

1.2.21.2 Measurement

1.2.21.3 Unit of Measure

1.2.22 Bar Gate

1.2.22.1 Payment

1.2.22.2 Measurement

1.2.22.3 Unit of Measure

1.2.23 Option 1 - Replacement of the Sluice Gate Operating Stems

1.2.23.1 Payment

1.2.23.2 Measurement

1.2.23.3 Unit of Measure

PART 2 PRODUCTS

SECTION 01 22 00 Page 2

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

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-03 Product Data

Weight Certificates

1.2 PAYMENT ITEMS

Payment items for the work of this contract are listed in the BIDDING 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 payment item most closely associated with the work involved. The 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 Per f or mance and Payment Bonds

1.2.1.1 Payment

Payment will be made for Performance and Payment Bonds that are required as part of this contract in accordance with Contract Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS. Payment for the premiums for performance and payment bonds will be made at the contract price per Job for "Performance and Payment Bonds." The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. Payments made under this provision shall not exceed the amount included for "Performance and Payment Bonds," which payment shall take into consideration any discounts or rebates to the Contractor from the Surety. The Contractor is advised that the pay item "Performance and Payment Bonds" is only for the cost of bonds. Other costs should be allocated to the appropriate payment items.

The Contractor shall provide evidence of payment (paid invoice) from the bonding company or agency. If the actual cost of the bonds is less than the payment item amount, the contract will be modified to adjust the payment item accordingly.

1.2.1.2 Measurement

No measurement will be made for this item of work.

SECTION 01 22 00 Page 3

1.2.1.3 Unit of Measure

Unit of measure: Job.

1.2.2 Mobi l i zat i on and Demobi l i zat i on

1.2.2.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Contract Clause 252.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION. Payment will be made at the single job pay item for "Mobilization and Demobilization".

1.2.2.2 Unit of Measure

Unit of measure: Job.

1.2.3 Wei r Access Road Const r uct i on and Removal

1.2.3.1 Payment

Payment will be made for costs associated with all operations necessary for accessing the weir located immediately downstream of the upstream inlet culvert. Access includes necessary safety measures to separate haul road access from the existing playground, guardrail removal as required (and replacement), existing conditions surveys to verify preconstruction levee profiles and surfaces, protection and/or relocation as required of existing electrical pole along levee crest, aggregate surface course placement along levee as required, shotrock purchase, delivery and placement for access to the culvert and weir, haul road safety barriers as required by EM 385-1-1, removal of all material upon completion (unless otherwise approved by the Contracting Officer) and all other operations necessary to facilitate safe access to the weir.

1.2.3.2 Measurement

No measurement will be made for weir access.

1.2.3.3 Unit of Measure

Unit of measure: Job.

1.2.4 Wei r Demol i t i on and Removal

1.2.4.1 Payment

Payment will be made for costs associated with all operations necessary for safe demolition and removal of the existing weir as indicated in the drawings which includes in dewatering requirements if required. Weir demolition includes providing all plant labor and material necesary to safely demolish existing weir, recover as material resulting from demolition operations, and safely desposing of said materials as indicuated in the drawings.

1.2.4.2 Measurement

No measurement will be made for weir demolition and removal.

SECTION 01 22 00 Page 4

1.2.4.3 Unit of Measure

Unit of measure: Job.

1.2.5 Upst r eam I nl et Cul ver t Rehabi l i t at i on and Conver si on

1.2.5.1 Payment

Payment will be made for costs associated with all operations necessary for rehabilitating the upstream inlet and converting it into an outlet structure. Work includes providing all plant labor and material necessary for selective demolition of the upstream face of the inlet. Payment for the construction and installation a new FRP flap gate structure on the upstream concrete headwall shall be included only in the payment item "Upstream Flap Gate."

1.2.5.2 Measurement

No measurement will be made for inlet rehabilitation and conversion.

1.2.5.3 Unit of Measure

Unit of measure: Job.

1.2.6 Upst r eam Cul ver t Cl eanout

1.2.6.1 Payment

Payment will be made for costs associated with all operations necessary for cleaning the upstream culvert of all material to ensure flows through the culvert as designed. Work includes providing all plant labor and material necessary hydro jet cleaning, digging and flushing of all material inside the culvert. See Section 35 20 16 "SLUICE GATES," paragraph "CLEANING OF UPSTREAM CONCRETE CULVERT" for more important information regarding this pay item. Payment includes removal of material, spreading, seeding and mulching in accordance with the contract drawings.

1.2.6.2 Measurement

No measurement will be made for cleanout of the upstream culvert.

1.2.6.3 Unit of Measure

Unit of measure: Job.

1.2.7 I nspect i on of Bot h Exi st i ng Cul ver t s

1.2.7.1 Payment

Payment shall be made for costs associated with all operations necessary for the inspection of the upstream and downstream culverts. Inspection shall be performed after the upstream culvert is cleaned. See Section 35 20 16 "SLUICE GATES," paragraph "INSPECTION OF CONCRETE CULVERTS" for more information more information.

1.2.7.2 Measurement

SECTION 01 22 00 Page 5

1.2.7.3 Unit of Measure

Unit of measure: Job.

1.2.8 Rehabi l i t at i on of Upst r eam Pr i mar y Sl ui ce Gat e Oper at or and Cont r ol s

1.2.8.1 Payment

Payment shall be made for costs associated with all operations necessary for rehabilitating the upstream primary sluice gate. The work includes both Electrical and Mechanical Items. See Section 35 20 16 "SLUICE GATES," paragraph "SCOPE" for more information more information.

1.2.8.2 Measurement

No measurement will be made for the rehabilitation of the upstream primary sluice gate.

1.2.8.3 Unit of Measure

Unit of measure: Job.

1.2.9 Rehabi l i t at i on of Downst r eam Pr i mar y Sl ui ce Gat e Oper at or and Controls

1.2.9.1 Payment

Payment shall be made for costs associated with all operations necessary for rehabilitating the downstream primary sluice gate. The work includes both Electrical and Mechanical Items. See Section 35 20 16 "SLUICE GATES," paragraph "SCOPE" for more information more information.

1.2.9.2 Measurement

No measurement will be made for the rehabilitation of the downstream primary sluice gate.

1.2.9.3 Unit of Measure

Unit of measure: Job.

1.2.10 Heavy Dut y Por t abl e El ect r i c Oper at or

1.2.10.1 Payment

Payment shall be made for costs associated with all operations necessary for the procurement and testing of a heavy duty portable electric operator with a tripod stand. See Section 35 20 16 "SLUICE GATES," paragraph "Heavy Duty Electric Wrench".

1.2.10.2 Measurement

The number of electric powered portable operators to be procured.

1.2.10.3 Unit of Measure

Unit of measure: Each (EA).

SECTION 01 22 00 Page 6

1.2.11 120V Por t abl e Gener at or

1.2.11.1 Payment

Payment shall be made for costs associated with all operations necessary for the procurement and testing of a 120V Portable Generator. See Section 26 32 15 "120V PORTABLE GENERATOR" for more information.

1.2.11.2 Measurement

The number of 120V Portable Generators to be procured.

1.2.11.3 Unit of Measure

Unit of measure: Each (EA).

1.2.12 I nspect i on of t he Sl ui ce Gat e Oper at i ng St ems

1.2.12.1 Payment

Payment shall be made for costs associated with all operations necessary for inspecting the sluice gate operating stems for both the upstream and downstream primary sluice gate. See Section 35 20 16 "SLUICE GATES," paragraph "INSPECTION OF SLUICE GATE OPERATING STEMS" for more information more information.

1.2.12.2 Measurement

No measurement will be made for the inspection of the upstream and downstream primary sluice gate.

1.2.12.3 Unit of Measure

Unit of measure: Job.

1.2.13 Removal of Upst r eam Secondar y Sl ui ce Gat e

1.2.13.1 Payment

Payment shall be made for costs associated with all operations necessary for the removal of the upstream secondary sluice gate. See section 35 20 16 "SLUICE GATES," paragraph "REMOVAL OF EXISTING SLUICE GATE" for more information.

1.2.13.2 Measurement

No measurement will be made for the removal of the upstream primary sluice gate.

1.2.13.3 Unit of Measure

Unit of measure: Job.

1.2.14 Upst r eam FRP Fl ap Gat e

1.2.14.1 Payment

Payment shall be made for costs associated with the construction, assembly, delivery, and installation of the upstream fiber-reinforced

SECTION 01 22 00 Page 7 polymer flap gate. See specification section 35 20 15 "FRP COMPOSITE STRUCTURES" for more information.

1.2.14.2 Measurement

No measurement will be made for the upstream flap gate.

1.2.14.3 Unit of Measure

Unit of measure: Job.

1.2.15 Downst r eam FRP Fl ap Gat e

1.2.15.1 Payment

Payment shall be made for costs associated with the construction, assembly, delivery, and installation of the downstream fiber-reinforced polymer flap gate. The removal of the exisitng downstream flap gate shall be incidental to this pay item. See specification section 35 20 15 "FRP COMPOSITE STRUCTURES" for more information.

1.2.15.2 Measurement

No measurement will be made for the downstream flap gate.

1.2.15.3 Unit of Measure

Unit of measure: Job.

1.2.16 Dewat er i ng/ Unwat er i ng f or Downst r eam Causeway

1.2.16.1 Payment

Payment for maintaining a dry work condition as required for construction of the downstream work platfrom in its entirety will be made for all costs associated with providing a system to remove water from the work area in preparation for construction. Price and payment shall constitute full compensation for furnishing all plant, labor, material and equipment;

designing, furnishing, installing, maintaining, operating, and removing the water removal systems, and all work incidental thereto including construction of cofferdams, dikes, ditches, drains, sumps, pumps, and all other work which may be necessary to accomplish unwatering results as specified. Maitaining water depths in the de/unwatering system as indicated in the drawings via pumping operations shall be considered incidcental to this pay item

1.2.16.2 Measurement

No measurement will be made for this item of work.

1.2.16.3 Unit of Measure

Unit of measure: Job .

1.2.17 Shot Rock and Cr ushed St one

1.2.17.1 Payment

Payment will be made for costs associated with Shot Rock fill and Crushed

SECTION 01 22 00 Page 8

Stone surface material placement for construction for the Downstream Causeway as indicated in the drawings. This payment includes furnishing, transporting, stockpiling (if applicable), placing, and constructing material as specified. Payment will be made for satisfactory placent of material at the contract unit prices per ton for the line items listed below:

Crushed Stone (Downstream Causeway)

Shot Rock (Downstream Causeway)

1.2.17.2 Measurement

Shot Rock fill and Crushed Stone material shall be measured for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum will be rounded to the nearest whole ton. All rock materials will be measured for payment by a public weighmaster on certified public scales. Quarry weights will be accepted upon providing current record of scales certification and calibration to the government representative. Scales shall be of sufficient length to permit simultaneous weighing all axle loads. Provide the Contracting Officer with certified weight certificates furnished by a public weighmaster for each truckload of rock material at time of delivery. At a minimum, all weight tickets shall have the contract number or project name, the gross weight, the vehicle identity and empty weight, and the net load weight. Scales that produce this information printed on the weight tickets are preferred. Filter fabric shall be considerd incidental to this pay item.

1.2.17.3 Unit of Measure

Unit of measure: ton (TN = 2,000 pounds).

1.2.18 72" Precast Concrete Manhole with Grate

1.2.18.1 Payment

Payment will be made for costs associated with Plant-Precast Concrete Products for Below Grade Construction, as specified in Section 03 42 13, which includes furnishing, delivery, handling, placement, pipe connections, swale connections, grouting, and backfilling as indicated in the drawings. All components associated with plant-precast concrete products to include but not limited to bedding, granular backfill, filter fabric and grout shall be considered incidental to the cost of Plant-Precast Concrete Products and will not be measured for separate payment.

1.2.18.2 Measurement

The number of manholes successfully installed including all incidental work will be counted and paid for at the contract unit price for precast concrete manholes.

1.2.18.3 Unit of Measure

Unit of measure: Each (EA).

SECTION 01 22 00 Page 9

1.2.19 36" RCP Class IV

1.2.19.1 Payment

Payment will be made for costs associated with constructing Reinforced Concrete Pipe in accordance with the drawings and specifications. Payment includes delivery, handling, in place protection of pipe, topsoil stripping, excavation, shoring and/or trench box operations if required, filter fabric furnishing and placement, bedding material and granular backfill furnishing and placement, pipe placement and jointing to include all jointing materials, all backfilling operations, connections to precast concrete inlets ,spreading of excess excavated in-situ material, and all other operations necessary to construct a functional Reinforced Concrete Pipe. The headwall will be incidental to cost of the linear foot of pipe.

1.2.19.2 Measurement

The length of pipe successfully constructed including all incidental work will be measured along the centerlines of the pipe from end to end of pipe. Constructed pipe will be paid for at the contract unit price for the number of linear feet of pipe constructed in the accepted work.

1.2.19.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.2.20 Excess Material Disposal (Haul Access Construction) for Rio Vista Haul Road.

1.2.20.1 Payment

Payment will be made for costs associated with all operations necessary for construction of the haul access road to Rio Vista as indicated in the drawings.

1.2.20.2 Measurement

1.2.20.3 Unit of Measure

Unit of Measure: Job.

1.2.21 Seedi ng and Mul chi ng

1.2.21.1 Payment

Payment will cover all costs associated with seeding, mulching, incorporating, protecting, and maintaining. This price shall constitute full compensation for furnishing all plants, labor, equipment, materials, and performing all operations necessary for placing and maintaining seed and mulch as specified in Section 32 92 19 SEEDING for any and all areas disturbed by the contractor as part of this construction effort. No payment for seeding and mulching will be made until acceptance by the Contracting Officer or his/her representative. Payment will be made for costs associated with satisfactory performance of seeding and mulching.

SECTION 01 22 00 Page 10

1.2.21.2 Measurement

No measurement will be made for this item of work.

1.2.21.3 Unit of Measure

Unit of measure: Job .

1.2.22 Bar Gate

1.2.22.1 Payment

Payment will be made for costs associated with acquiring and installing bar gates at the Downstream Causeway as indicated in the drawings.

1.2.22.2 Measurement

The number of bar gates successfully installed including all incidental work will be counted and paid for at the contract unit price for bar gates.

1.2.22.3 Unit of Measure

Unit of measure: Each (EA).

1.2.23 Opt i on 1 - Repl acement of t he Sl ui ce Gat e Oper at i ng St ems

1.2.23.1 Payment

Payment shall be made for costs associated with all operations necessary for the replacement of a sluice gate operating stem where necessary. See Section 35 20 16 "SLUICE GATES," paragraph "SCOPE" for more information more information.

1.2.23.2 Measurement

The number of sluice gate operating stems to be replaced.

1.2.23.3 Unit of Measure

Unit of measure: Each (EA).

PART 2 PRODUCTS

Not Used

SECTION 01 22 00 Page 11

SECTION 01 22 00 Page 12

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Design and Permit Activities

3.3.4 Procurement Activities

3.3.5 Closeout Activities

3.3.6 Mandatory Tasks

3.3.7 Government Activities

3.3.8 Standard Activity Coding Dictionary

3.3.8.1 Workers Per Day (WRKP)

3.3.8.2 Responsible Party Coding (RESP)

3.3.8.3 Area of Work Coding (AREA)

3.3.8.4 Modification Number (MODF)

3.3.8.5 Bid Item Coding (BIDI)

3.3.8.6 Phase of Work Coding (PHAS)

3.3.8.7 Category of Work Coding (CATW)

3.3.8.8 Feature of Work Coding (FOW)

3.3.9 Contract Milestones and Constraints

3.3.9.1 Project Start Date Milestone and Constraint

3.3.9.2 End Project Finish Milestone and Constraint

3.3.9.3 Interim Completion Dates and Constraints

3.3.9.3.1 Start Phase

3.3.9.3.2 End Phase

3.3.10 Calendars

3.3.11 Open Ended Logic

3.3.12 Default Progress Data Disallowed

3.3.13 Out-of-Sequence Progress

3.3.14 Added and Deleted Activities

SECTION 01 32 01 Page 1

3.3.15 Original Durations

3.3.16 Leads, Lags, and Start to Finish Relationships

3.3.17 Retained Logic

3.3.18 Percent Complete

3.3.19 Remaining Duration

3.3.20 Cost Loading of Closeout Activities

3.3.20.1 As-Built Drawings

3.3.20.2 O & M Manuals

3.3.21 Anticipated Adverse Weather

3.3.22 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.2.1 Design Package Schedule Submission

3.4.3 Periodic Schedule Updates

3.4.4 Re-Baseline for Exercised Options

3.5 SUBMISSION REQUIREMENTS

3.5.1 Narrative Report

3.5.2 Schedule Reports

3.5.2.1 Activity Report

3.5.2.2 Logic Report

3.5.2.3 Total Float Report

3.5.2.4 Earnings Report by CLIN

3.5.2.5 Schedule Log

3.5.3 Network Diagram

3.5.3.1 Continuous Flow

3.5.3.2 Project Milestone Dates

3.5.3.3 Critical Path

3.5.3.4 Banding

3.5.3.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 SCHEDULE EXPECTATIONS KICKOFF MEETING (SEKO)

3.7 PERIODIC SCHEDULE UPDATE

3.7.1 Periodic Schedule Update Meetings

3.7.2 Update Submission Following Progress Meeting

3.8 WEEKLY PROGRESS MEETINGS

3.9 REQUESTS FOR TIME EXTENSIONS

3.9.1 Justification of Delay

3.9.2 Time Impact Analysis (Prospective Analysis)

3.9.3 Forensic Schedule Analysis (Retrospective Analysis)

3.9.4 Fragmentary Network (Fragnet)

3.9.5 Time Extension

3.9.6 Impact to Early Completion Schedule

3.10 FAILURE TO ACHIEVE PROGRESS

3.10.1 Artificially Improving Progress

3.10.2 Failure to Perform

3.10.3 Recovery Schedule

3.11 OWNERSHIP OF FLOAT

3.12 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.13 PRIMAVERA P6 MANDATORY REQUIREMENTS

SECTION 01 32 01 Page 2

SECTION 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

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.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 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

Project Scheduler Qualifications; G Preliminary Project Schedule; G Initial Project Schedule; G Periodic Schedule Update; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this

SECTION 01 32 01 Page 3 specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6 version 16.2.

2.1.2 Contractor Software

Scheduling software used by the contractor must be able to meet the requirements of this specification and be compatible with the software used by the government; Primavera P6 version 16.2

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein. 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 design and construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors, Designers, and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address

SECTION 01 32 01 Page 4 major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Design and Permit Activities

Include design and permit activities with the necessary conferences and follow-up actions and design package submission dates. Include the design schedule in the project schedule, showing the sequence of events involved in carrying out the project design tasks within the specific contract period. Provide at a detailed level of scheduling sufficient to identify all major design tasks, including those that control the flow of work.

Also include review and correction periods associated with each item.

3.3.4 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.5 Closeout Activities

Include activities associated with the closeout of the project that take place after the contractor is substantially complete. The contractor shall maintain at least 45 days of time, post substantial completion, to account for all closeout related activities. These activities may include, but are not limited to: Final Punchlist Corrections, Final Walk Through and Acceptance, Preparation and Submission of O&M and As-Builts.

3.3.6 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission of mechanical/electrical/information systems layout drawings.

c. Long procurement activities

d. Submission and approval of O & M manuals.

e. Submission and approval of as-built drawings.

f. Submission and approval of DD1354 data and installed equipment lists.

SECTION 01 32 01 Page 5

g. Submission and approval of testing and air balance (TAB).

h. Submission of TAB specialist design review report.

j. Submission and approval of fire protection specialist.

k. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

s. Correction of punch list from Contractor's pre-final…