BlairStBridge_TSpecs.pdf

Solicitation No. W912P5-16-B-0002

US Army Corps Of Engineers Nashville District

BLAIR STREET BRIDGE

REPLACEMENT

Poor Fork and Looney Creek Improvements Section 202 Flood Control Project City of Cumberland, Kentucky

Technical Specifications

April 2016

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FOR DUPLEX PRINTING

Blair Street Bridge Replacement City of Cumberland, Kentucky W912P5-16-B-0002

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

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 01 QUALITY CONTROL

01 45 02 QUALITY CONTROL SYSTEM (QCS)

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 95 00 FORMS AND ATTACHMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 20 00 CONCRETE REINFORCING

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 45 33 PRECAST PRESTRESSED STRUCTURAL CONCRETE

DIVISION 09 - FINISHES

09 97 23.16 LINSEED OIL PROTECTION OF CONCRETE SURFACES

DIVISION 10 - SPECIALTIES

10 14 53 TRAFFIC SIGNAGE

DIVISION 31 - EARTHWORK

31 23 00 EXCAVATION AND FILL

31 62 16.16 STEEL H-PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 10 00 BITUMINOUS CONCRETE PAVEMENT

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR

STRUCTURES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

1.1.1 Scope of Work

1.2 REFERENCES

1.2.1 Standard Specifications(KYTC Std Specs)

1.2.1.1 Standard Specification

1.2.1.2 Non-Applicable Provisions of the Standard Specifications

1.3 PARTNERING

1.4 COORDINATION CONFERENCES

1.5 CONTRACTOR'S STAGING AND AREA USE PLAN

1.6 PROJECT SIGNS

1.7 ACCIDENT PREVENTION

1.8 EVALUATION OF CONTRACTOR PERFORMANCE

1.9 SUBMITTALS

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

CONTRACTS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 FIELD SURVEYS

3.2 PROJECT SCHEDULE

3.3 AVAILABILTY AND USE OF UTILITY SERVICES

3.3.1 Contractor Responsibilities

3.3.2 Alterations to Utilities

3.3.3 Interruptions of Utilities

3.4 DISPOSAL AREA SITE PLANS

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

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 for the items described in the bidding schedule. This section is not intended to be all encompassing in the descriptions. All work specified herein shall be accomplished in accordance with the procedures prescribed the specifications and contract drawings.

The Contractor shall bid each type of work under the applicable bid item.

Compensation for any item of work described in the contract documents, but not listed in the bid schedule shall be included in the price for the item of work to which it is made subsidiary.

1.1.1 Scope of Work

This scope of work is for the channel widening of Looney Creek in Cumberland, KY as part of the Kentucky Flood Damage Reduction Project. This includes the removal and replacement of the Blair Street Bridge over Looney Creek as well as pavement improvements on Main Street located South of Loooney Creek. This scope of work also includes storm sewer system improvements and the relocation of the existing utilities impacted by the project.

1.2 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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

KENTUCKY TRANSPORTATION CABINET (KYTC)

KYTC Std Specs (2012) Standard Specifications for Road and Bridge Construction, including subsequent Supplementals to date

1.2.1 Standard Specifications(KYTC Std Specs)

1.2.1.1 Standard Specification

Where specified, all materials, equipment and workmanship shall be in accordance with the applicable portions of KYTC Std Specs. The words listed below are to be substituted in KYTC Std Specs as indicated:

Commonwealth to Government

SECTION 01 00 00 Page 2

Department to Corps of Engineers Bureau to Corps of Engineers Commissioner to Contracting Officer Engineer to Contracting Officer

1.2.1.2 Non-Applicable Provisions of the Standard Specifications

Measurement and payment provisions contained in the Standard Specifications shall be considered non-applicable to this contract with the exception of specific references to specific provisions. Likewise, no contract administration provisions contained in the Standard Specifications apply to this contract. In general, only the technical provisions associated with a Standard Specification reference will apply. The contract clauses, contract administration provisions, and measurement and payment provisions contained in these specifications and contract documents shall govern over any such provisions in the Standard Specifications.

1.3 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 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 will be scheduled at the descretion of each entity. 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.

1.4 COORDINATION CONFERENCES

Routine coordination conferences will be scheduled by the Contracting Officer throughout the life of this contract. 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. Similar information concerning replacement personnel shall be forwarded to the Contracting Officer, should any replacement be required at any time during the life of this contract. Coordination conferences will be

SECTION 01 00 00 Page 3 scheduled to occur when notified by the Contracting Officer.

1.5 CONTRACTOR'S STAGING AND AREA USE PLAN

The Contractor shall submit an Area Use Plan to the Contracting Officer, for approval, within ten (10) days after receipt of the contract Notice to Proceed. The Area Use Plan shall show the following:

a. Location of Contractor offices trailers and sheds.

b. Location of all Contractor storage areas.

c. Location of Contractor staging areas.

d. Temporary utility tie-ins.

e. Location of haul roads

f. Required telephone service and locations.

1.6 PROJECT SIGNS

a. General. The Contractor shall furnish and erect within 30 days after issue of the Notice to Proceed at the location directed, a PROJECT IDENTIFICATION SIGN and a SAFETY PERFORMANCE SIGN. The signs shall be lettered on one side only and shall conform to EP 310-1-6a, EP 310-1-6b, and to the details and colors shown on the sketches attached at the end of Section 01 95 00 FORMS AND ATTACHMENTS. The name of the project shall be as follows:

BLAIR STREET BRIDGE REPLACEMENT

b. Materials. The sign shall be constructed 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.

c. Painting. The signs and posts shall be given one prime coat and two finish coats of exterior oil paint before lettering. Letters and trim shall be applied to one side only using one coat of enamel of color, style, and size shown.

d. Erection and Maintenance. The signs shall be erected at the designated locations. Signs shall be plumb and backfill of post holes shall be well tamped to properly support the signs out the life of the contract.

The signs shall be maintained in good condition until completion of the contract, shall remain the property of the Contractor, and shall be removed from the site upon final acceptance of the contract work.

1.7 ACCIDENT PREVENTION

Accident prevention requirements for this project are stated in Section

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.8 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 included in Appendix A - FORMS AND

ATTACHMENTS.

SECTION 01 00 00 Page 4

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

Upon contract award, the Contractor shall provide the Contracting Officer 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.

1.9 SUBMITTALS

Contracting Officer approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Area Use Plan; G

Area Use Plan requirements are detailed under Paragraph 1.5 CONTRACTOR'S STAGING AND AREA USE PLAN of this specification section.

1.10 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 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:

Federal Veteran employment information at:

http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance:

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

Department of Veterans Affairs-VOW to Hire Heroes Act:

http://benefits.va.gov/vow/

Army Wounded Warrior Program:

http://wtc.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heroes http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material:

http://www.whitehouse.gov/sites/default/files/docs/white_house_business_council_-_ guide_to_hiring_veterans_0.pdf

SECTION 01 00 00 Page 5

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 FIELD SURVEYS

All surveys shall be performed and certified by a land surveyor registered by the State of Kentucky. They shall be conducted in the presence of the Contracting Officer or an authorized representative unless this requirement is waived by the Contracting Officer. The Contractor shall notify the Contracting Officer not less than three working days in advance of each survey. In the event of unavailability of the Contracting Officer or an authorized representative, the Contractor shall perform the survey and certify to the Contracting Officer that it complies with these specifications. Survey results certified by the registered surveyor shall be provided to the Contracting Officer in the form of raw data and also in legible scaled plots of the data as applicable.

3.2 PROJECT SCHEDULE

The Contractor shall provide a project schedule in accordance with Contract Clause 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS and Section 01 32 01

PROJECT SCHEDULE.

Project Schedule shall be capable of providing all requirements of this specification. Failure of the Contractor to meet the requirements of this specification shall result in the disapproval of the schedule. Manual methods used to produce any required information shall require approval by the Contracting Officer.

3.3 AVAILABILTY AND USE OF UTILITY SERVICES

3.3.1 Contractor Responsibilities

a. The Contractor shall be responsible for the availability of utilities for use on the project. Unless otherwise provided in the contract, the amount of each utility service consumed shall be charged to and paid for by the Contractor.

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, and all meters required to measure the amount of each utility used for the purpose of determining charges. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, meters, and associated paraphernalia.

3.3.2 Alterations to Utilities

a. Where changes and relocations of utility lines are noted to be performed by others, the Contractor shall give the Contracting Officer at least thirty (30) days written notice in advance of the time that the change or relocation is required. In the event that, after the expiration of thirty (30) days after the receipt of such notice by the Contracting Officer, such utility lines have not been changed or relocated and delay is occasioned to the completion of the work under contract, the Contractor will be entitled to a time extension equal to the period of time lost by the Contractor after the expiration of said thirty (30) day period. Any modification to existing or relocated lines

SECTION 01 00 00 Page 6 required as a result of the Contractor's method of operation shall be made wholly at the Contractor's expense and no additional time will be allowed for delays incurred by such modifications.

b. Separate payment will not be made for alterations or relocations of utilities.

3.3.3 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.

3.4 DISPOSAL AREA SITE PLANS

The Contractor is responsible for preparing a plan for disposal of materials at the disposal site identified on the project plans as required in Section 31 23 00 EXCAVATION AND FILL. Placement of fill at the disposal sites is governed by Section 31 23 00 Paragraph 3.16, Maintenance of Disposal Area.

The disposal area plans shall be submitted to the Government for review and approval prior to initiation of work. Erosion protection shall be in accordance with the requirements of Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS. A sketch showing the property survey of the disposal site is provided in drawing Q1P-64/245a.

-- End of Section --

SECTION 01 00 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PAYMENT ITEMS

1.3.1 Mobilization

1.3.1.1 Payment

1.3.1.2 Unit of Measure

1.3.2 Demobilization

1.3.2.1 Payment

1.3.2.2 Unit of Measure

1.3.3 Demolition

1.3.3.1 Payment

1.3.3.2 Unit of Measure

1.3.4 Curb and Gutter

1.3.4.1 Payment

1.3.4.2 Unit of Measure

1.3.5 Temporary Ditch

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.6 Excavation and Fill

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.7 Guardrail

1.3.7.1 Payment

1.3.7.2 Unit of Measure

1.3.8 Channel Lining Class 3

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

1.3.9 Clearing and Grubbing

1.3.9.1 Payment

1.3.9.2 Unit of Measure

1.3.10 Traffic Controls

1.3.10.1 Payment

1.3.10.2 Unit of Measure

1.3.11 Edge Key

1.3.11.1 Payment

1.3.11.2 Measurement

1.3.11.3 Unit of Measure

1.3.12 Erosion Controls

1.3.12.1 Payment

1.3.12.2 Unit of Measure

1.3.13 Sidewalk - 4 in. Concrete

SECTION 01 22 00 Page 1

1.3.13.1 Payment

1.3.13.2 Unit of Measure

1.3.14 Seeding and Protection

1.3.14.1 Payment

1.3.14.2 Measurement

1.3.14.3 Unit of Measure

1.3.15 Pave Striping-Perm Paint-4 in

1.3.15.1 Payment

1.3.15.2 Measurement

1.3.15.3 Unit of Measure

1.3.16 Pavement Marker Type IV-B Y

1.3.16.1 Payment

1.3.16.2 Measurement

1.3.16.3 Unit of Measure

1.3.17 Culvert and Storm Sewer Pipe

1.3.17.1 Payment

1.3.17.2 Unit of Measure

1.3.18 Storm Sewer Structures

1.3.18.1 Payment

1.3.18.2 Measurement

1.3.18.3 Unit of Measure

1.3.19 Geotextile Type IV for Pipe

1.3.19.1 Payment

1.3.19.2 Measurement

1.3.19.3 Unit of Measure

1.3.20 Pipe Headwalls

1.3.20.1 Payment

1.3.20.2 Unit of Measure

1.3.21 DGA Base

1.3.21.1 Payment

1.3.21.2 Measurement

1.3.21.3 Unit of Measure

1.3.22 Traffic Bound Base

1.3.22.1 Payment

1.3.22.2 Measurement

1.3.22.3 Unit of Measure

1.3.23 Asphalt Paving

1.3.23.1 Payment

1.3.23.2 Measurement

1.3.23.3 Unit of Measure

1.3.24 Dewatering

1.3.24.1 Payment

1.3.24.2 Unit of Measure

1.3.25 Steel Pile

1.3.25.1 Payment

1.3.25.2 Measurement

1.3.25.3 Unit of Measure

1.3.26 End Bent

1.3.26.1 Payment

1.3.26.2 Unit of Measure

1.3.27 Pier

1.3.27.1 Payment

1.3.27.2 Unit of Measure

1.3.28 Precast, Prestressed Box Beams

1.3.28.1 Payment

1.3.28.2 Measurement

1.3.28.3 Unit of Measure

1.3.29 Nebraska Rails and Sidewalk

1.3.29.1 Payment

SECTION 01 22 00 Page 2

1.3.29.2 Measurement

1.3.29.3 Unit of Measure

1.3.30 Rectangular Tube Bridge Railing

1.3.30.1 Payment

1.3.30.2 Unit of Measure

1.3.31 Asphalt Overlay

1.3.31.1 Payment

1.3.31.2 Measurement

1.3.31.3 Unit of Measure

1.3.32 Performance and Payment Bonds

1.3.32.1 Payment

1.3.32.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

SECTION 01 22 00 Page 3

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

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.

ASTM INTERNATIONAL (ASTM)

ASTM C127 (2015) Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate

ASTM C128 (2015) Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate

1.2 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-03 Product Data

Weight Certificates

1.3 PAYMENT ITEMS

Payment items for the work of this contract for which contract payments will be made 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 payment item, are included in the listed item most closely associated with the work involved. The 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.

1.3.1 Mobilization

1.3.1.1 Payment

Payment will be made for costs associated with mobilization, as defined in Contract Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION.

1.3.1.2 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00 Page 4

1.3.2 Demobilization

1.3.2.1 Payment

Payment will be made for costs associated with demobilization, as defined in Contract Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION.

1.3.2.2 Unit of Measure

Unit of measure: Job.

1.3.3 Demolition

1.3.3.1 Payment

Payment will be made for costs associated with demolition operations as specified in Section 02 41 00 DEMOLITION. Payment for demolition will be made at the contract price per Job for "Demolition".

1.3.3.2 Unit of Measure

Unit of measure: Job.

1.3.4 Curb and Gutter

1.3.4.1 Payment

Payment will be made for costs associated with construction of curb and gutters as specified in Section 32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS. Payment for curb and gutters will be made at the contract price per Job for "Curb and Gutter".

1.3.4.2 Unit of Measure

Unit of measure: Job.

1.3.5 Temporary Ditch

1.3.5.1 Payment

Payment will be made for costs associated with construction of temporary ditches as specified in Section 31 23 00 EXCAVATION AND FILL. Payment for temporary ditches will be made at the contract unit price per linear foot (LF) for "Temporary Ditch".

1.3.5.2 Measurement

This item shall be measured for payment by the linear feet of satisfactorily installed temporary ditches.

1.3.5.3 Unit of Measure

Unit of measure: Linear foot (LF).

SECTION 01 22 00 Page 5

1.3.6 Excavation and Fill

1.3.6.1 Payment

Payment will be made for costs associated with excavation and fill, as specified in Section 31 23 00 EXCAVATION AND FILL, which includes performing required excavation and other operations incidental thereto, Contractor-furnished disposal area(s) and disposition of excess excavated material and unsuitable and frozen materials.

1.3.6.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.3.6.3 Unit of Measure

Unit of measure: Cubic yard (CY).

1.3.7 Guardrail

1.3.7.1 Payment

Payment will be made for costs associated with construction of guardrails as specified and shown in the drawings. Payment for guardrail will be made at the contract price per Job for "Guardrail".

1.3.7.2 Unit of Measure

Unit of measure: Job.

1.3.8 Channel Lining Class 3

1.3.8.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing Channel Lining Class 3 as specified and shown in the drawings.

1.3.8.2 Measurement

Measure channel lining for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of each truckload is rounded to the nearest whole ton. Weigh for payment on approved scales before being placed in the work. Quarry weights will not be accepted. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the site of the work as to accuracy by an acceptable scales company representative prior to weighing any material. Scales will be checked and certified before hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales. Weigh material in the presence of the Government representative.

The Contracting Officer may elect to accept certified weight certificates

SECTION 01 22 00 Page 6 furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.3.8.3 Unit of Measure

Unit of measure: TON (2,000 pounds).

1.3.9 Clearing and Grubbing

1.3.9.1 Payment

Payment will be made for costs associated with clearing and grubbing operations as specified and shown in the drawings. Payment for clearing and grubbing will be made at the contract price per Job for "Clearing & Grubbing".

1.3.9.2 Unit of Measure

Unit of measure: Job.

1.3.10 Traffic Controls

1.3.10.1 Payment

Payment will be made for costs associated with traffic controls as specified and shown in the drawings. Payment for traffic controls will be made at the contract price per Job for "Traffic Controls". This item includes costs associated with construction of Type 3 barricades.

1.3.10.2 Unit of Measure

Unit of measure: Job.

1.3.11 Edge Key

1.3.11.1 Payment

Payment will be made for costs associated with construction of edge keys as specified and shown in the drawings. Payment for edge keys will be made at the contract unit price per linear foot (LF) for "Edge Key".

1.3.11.2 Measurement

This item shall be measured for payment by the linear feet of satisfactorily installed edge keys.

1.3.11.3 Unit of Measure

Unit of measure: Linear foot (LF).

1.3.12 Erosion Controls

1.3.12.1 Payment

Payment will be made for costs associated with erosion controls as specified and shown in the drawings. Payment for erosion controls will be made at the contract price per Job for "Erosion Controls".

SECTION 01 22 00 Page 7

1.3.12.2 Unit of Measure

Unit of measure: Job.

1.3.13 Sidewalk - 4 in. Concrete

1.3.13.1 Payment

Payment will be made for costs associated with construction of 4 inch concrete sidewalks as specified and shown in the drawings. Payment for 4 inch concrete sidewalks will be made at the contract price per Job for "Sidewalk - 4 in. Concrete".

1.3.13.2 Unit of Measure

Unit of measure: Job.

1.3.14 Seeding and Protection

1.3.14.1 Payment

Payment will be made for costs associated with seeding and protection as specified and shown in the drawings. Payment for seeding and protection will be made at the contract unit price per Square Yard (SY) for "Seeding and Protection".

1.3.14.2 Measurement

This item shall be measured for payment by the square yard of satisfactorily performed seeding and protection.

1.3.14.3 Unit of Measure

Unit of measure: Square Yard (SY).

1.3.15 Pave Striping-Perm Paint-4 in

1.3.15.1 Payment

Payment will be made for costs associated with paving striping as specified and shown in the drawings. Payment for striping will be made at the contract unit price per linear foot (LF) for "Pave Striping-Perm Paint-4 in".

1.3.15.2 Measurement

This item shall be measured for payment by the linear feet of satisfactorily applied striping.

1.3.15.3 Unit of Measure

Unit of measure: Linear foot (LF).

1.3.16 Pavement Marker Type IV-B Y

1.3.16.1 Payment

Payment will be made for costs associated with installation of Pavement Marker Type IV-B Y as specified in Section 32 17 23 PAVEMENT MARKINGS and

SECTION 01 22 00 Page 8 shown in the drawings. Payment will be made at the contract unit price per each (EA) for "Pavement Marker Type IV-B Y".

1.3.16.2 Measurement

Measurement for payment will be made by the quantity of satisfactorily installed pavement markers.

1.3.16.3 Unit of Measure

Unit of measure: Each (EA).

1.3.17 Culvert and Storm Sewer Pipe

1.3.17.1 Payment

Payment will be made for costs associated with installation of culverts and storm sewer pipes as specified and shown in the drawings. Payment will be made at the contract price per Job for the following line items:

"18" Culvert" "15" Storm Sewer Pipe" "18" Storm Sewer Pipe"

1.3.17.2 Unit of Measure

Unit of measure: Job.

1.3.18 Storm Sewer Structures

1.3.18.1 Payment

Payment will be made for costs associated with installation of storm sewer structures as specified and shown in the drawings. Payment will be made at the contract unit price per each (EA) for the following line items:

"Drop Box Inlet Type 12A" "Drop Box Inlet Type 13" "Junction Box 18" "

1.3.18.2 Measurement

Measurement for payment will be made by the quantity of satisfactorily installed storm sewer structures.

1.3.18.3 Unit of Measure

Unit of measure: Each (EA).

1.3.19 Geotextile Type IV for Pipe

1.3.19.1 Payment

Payment will be made for costs associated with installation of Type IV geotextile for pipe as specified and shown in the drawings. Payment will be made at the contract unit price per Square Yard (SY) for "Geotextile Type IV for Pipe".

SECTION 01 22 00 Page 9

1.3.19.2 Measurement

This item shall be measured for payment by the square yard of satisfactorily installed geotextile.

1.3.19.3 Unit of Measure

Unit of measure: Square Yard (SY).

1.3.20 Pipe Headwalls

1.3.20.1 Payment

Payment will be made for costs associated with installation of pipe headwalls as specified and shown in the drawings. Payment will be made at the contract price per Job for the following line items:

"18" S&F Headwall Blair St."

"18" S&F Headwall Main St."

"15" S&F Headwall Main St."

1.3.20.2 Unit of Measure

Unit of measure: Job.

1.3.21 DGA Base

1.3.21.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), and placing DGA Base, as specified in Section 32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE and as shown in the drawings.

1.3.21.2 Measurement

Measure DGA Base for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of each truckload is rounded to the nearest whole ton. Weigh for payment on approved scales before being placed in the work. Quarry weights will not be accepted. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the site of the work as to accuracy by an acceptable scales company representative prior to weighing any material. Scales will be checked and certified before hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales. Weigh material in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.3.21.3 Unit of Measure

Unit of measure: TON (2,000 pounds).

SECTION 01 22 00 Page 10

1.3.22 Traffic Bound Base

1.3.22.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), and placing Traffic Bound Base, as specified in Section 32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE and as shown in the drawings.

1.3.22.2 Measurement

Measure Traffic Bound Base for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of each truckload is rounded to the nearest whole ton. Weigh for payment on approved scales before being placed in the work. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the site of the work as to accuracy by an acceptable scales company representative prior to weighing any material. Scales will be checked and certified before hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales. Weigh material in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.3.22.3 Unit of Measure

Unit of measure: TON (2,000 pounds).

1.3.23 Asphalt Paving

1.3.23.1 Payment

Payment will be made for costs associated with Asphalt Paving as specified in Section 32 10 00 BITUMINOUS CONCRETE PAVEMENT and as shown in the drawings. No payment will be made for defective areas until corrected.

Payment will be made at the contract unit price per TON for the following line items:

"Leveling and Wedging" "Asphalt Base Class II 1.00DPG64-22" "Asphalt Surface Class II 0.38DPG64-22"

1.3.23.2 Measurement

Asphalt Paving will be measured for payment based upon the number of tons (2,000 pounds) of bituminous mixture used in the accepted work. Weigh the bituminous mixture after mixing, no deductions will be made for the weight of bituminous material incorporated in the mix. Quantities of paving mixtures called for in bid schedule are based on aggregates having a specific gravity of 2.65 as determined according to apparent specific gravity paragraphs in ASTM C127 and ASTM C128. Correct the tonnage of bituminous base course mixtures to compensate for the difference in the tonnage of mixtures used in the project, when specific gravities of aggregates used are more than 2.70 and less than 2.60. The tonnage paid for is the number of tons used, proportionately corrected for specific

SECTION 01 22 00 Page 11 gravities using 2.65 as the base correctional factor.

1.3.23.3 Unit of Measure

Unit of measure: TON (2,000 pounds).

1.3.24 Dewatering

1.3.24.1 Payment

Payment will be made for costs associated with dewatering operations as specified and shown in the drawings. Payment will be made at the contract price per Job for "Dewatering".

1.3.24.2 Unit of Measure

Unit of measure: Job.

1.3.25 Steel Pile

1.3.25.1 Payment

Payment will be made for costs associated with accepted quantities of steel piles installed as specified in Section 31 62 16.16 STEEL H-PILES and as shown in the drawings. Payment will be made at the applicable contract unit price per vertical linear foot (VLF) for "Steel Pile, HP 12x53".

1.3.25.2 Measurement

Quantities of piles will be measured in vertical linear feet for the total length of pile installed below the pile cut-off elevation. Unused lengths of piles, corrective work, and redriven piles will not be measured for payment. These prices shall be full compensation for furnishing all plant, equipment, labor, materials and supplies to furnish and install the piles.

1.3.25.3 Unit of Measure

Unit of measure: Vertical Linear Foot (VLF).

1.3.26 End Bent

1.3.26.1 Payment

Payment will be made for costs associated with End Bent as specified and shown in the drawings. Payment will be made at the contract price per Job for "End Bent".

1.3.26.2 Unit of Measure

Unit of measure: Job.

1.3.27 Pier

1.3.27.1 Payment

Payment will be made for costs associated with construction of brige piers as specified and shown in the drawings. Payment will be made at the contract price per Job for "Pier".

SECTION 01 22 00 Page 12

1.3.27.2 Unit of Measure

Unit of measure: Job.

1.3.28 Precast, Prestressed Box Beams

1.3.28.1 Payment

Payment will be made for costs associated with installation of Precast, Prestressed Box Beams as specified in Section 03 45 33 PRECAST PRESTRESSED STRUCTURAL CONCRETE and as shown in the drawings. Payment will be made at the contract unit price per each (EA) for "Precast, Prestressed Box Beams".

1.3.28.2 Measurement

Measurement for payment will be made by the quantity of satisfactorily installed precast, prestressed box beams.

1.3.28.3 Unit of Measure

Unit of measure: Each (EA).

1.3.29 Nebraska Rails and Sidewalk

1.3.29.1 Payment

Payment will be made for costs associated with installation of Nebraska rails and sidewalks as specified and as shown in the drawings. Payment will be made at the contract unit price per cubic yards (CY) for "Nebraska Rails & Sidewalk".

1.3.29.2 Measurement

Measurement for payment will be made by the volume of satisfactorily installed Nebraska rails and sidewalks.

1.3.29.3 Unit of Measure

Unit of measure: Cubic Yards (CY).

1.3.30 Rectangular Tube Bridge Railing

1.3.30.1 Payment

Payment will be made for costs associated with rectangular tube bridge railing as specified and shown in the drawings. Payment will be made at the contract price per Job for "Rectangular Tube Bridge Railing".

1.3.30.2 Unit of Measure

Unit of measure: Job.

1.3.31 Asphalt Overlay

1.3.31.1 Payment

Payment will be made for costs associated with asphalt overlay as specified in Section 32 10 00 BITUMINOUS CONCRETE PAVEMENT and as shown in the drawings. No payment will be made for defective areas until corrected.

SECTION 01 22 00 Page 13

Payment will be made at the contract unit price per TON for "Asphalt Overlay".

1.3.31.2 Measurement

Asphalt Paving will be measured for payment based upon the number of tons (2,000 pounds) of bituminous mixture used in the accepted work. Weigh the bituminous mixture after mixing, no deductions will be made for the weight of bituminous material incorporated in the mix. Quantities of paving mixtures called for in bid schedule are based on aggregates having a specific gravity of 2.65 as determined according to apparent specific gravity paragraphs in ASTM C127 and ASTM C128. Correct the tonnage of bituminous base course mixtures to compensate for the difference in the tonnage of mixtures used in the project, when specific gravities of aggregates used are more than 2.70 and less than 2.60. The tonnage paid for is the number of tons used, proportionately corrected for specific gravities using 2.65 as the base correctional factor.

1.3.31.3 Unit of Measure

Unit of measure: TON (2,000 pounds).

1.3.32 Performance and Payment Bonds

1.3.32.1 Payment

Payment will be made for costs associated with performance and payment bonds. In accordance with Contract Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS, the premiums for performance and payment bonds shall be included in the contract price. Payment for the premiums for performance and payment bonds will be made at the contract price per Job for "Performance & Payment Bonds." Payments made under this provision shall not exceed the amount included for "Performance & 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 & Payment Bonds" is only for the cost of bonds.

Other costs should be allocated to the appropriate bid items.

1.3.32.2 Unit of Measure

Unit of measure: Job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of all single job pay items which will be reviewed by the Contracting Officer 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 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.

SECTION 01 22 00 Page 14

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

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

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 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

SECTION 01 32 01 Page 1

3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.18.2 O & M Manuals

3.3.19 Anticipated Adverse Weather

3.3.20 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

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD/DVDs

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Schedule Log

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Banding

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Time Impact Analysis (Prospective Analysis)

3.8.3 Forensic Schedule Analysis (Retrospective Analysis)

3.8.4 Fragmentary Network (Fragnet)

3.8.5 Time Extension

3.8.6 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.12 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.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE 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. Subcontractors 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.

SECTION 01 32 01 Page 4

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 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 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.

3.3.4 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, review and acceptance of features that require design completion.

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

d. Long procurement activities

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built…