USEB132009_Sabre Street_Specifications_23Jul20.pdf

BC&A PROJECT TITLE PAGE

UANG PAGE 00 01 01-1

REPAIR WATER MAINS AND ROADS, SABRE STREET

REPAIR WATER MAINS AND

ROADS, SABRE STREET

CONSULTANT PROJECT NO.: 381-17-01

DECEMBER 16, 2019

OWNER

UTAH AIR NATIONAL GUARD

ENGINEER

BC&A

UANG SEALS PAGE

REPAIR WATER MAINS AND ROADS, SABRE STREET PAGE 00 01 07 - 1

SECTION 00 01 07

SEALS PAGE

[ CIVIL ]

BC&A TABLE OF CONTENTS

UANG PAGE 00 01 10-1

SECTION 00 01 10

TABLE OF CONTENTS

TECHNICAL SPECIFICATIONS

Section No. of Pages

DIVISION 00 – FRONT END DOCUMENTS

01 01 01 Title Page 01 01 07 Seals Page

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 25 10 Products, Materials, Equipment and Substitutions 01 29 73 Schedule of Values 01 32 16 Construction Progress Schedule 01 33 05 Electronic Submittal Procedure………………………………………………………………………………………4 01 33 20 Submittal Procedures 01 41 26 Permits 01 45 00 Quality Assurance/Quality Control 01 57 19 Temporary Environmental Controls 01 71 30 Site Conditions Surveys 01 71 50 Protection and Restoration of Existing Facilities 01 77 00 Project Closeout 01 78 39 Project Record Documents

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition, Salvage, and Reconstruction

DIVISION 03 – CONCRETE

03 30 53 Miscellaneous Cast-in-Place Concrete

DIVISION 05 – METALS

05 50 00 Metal Fabrications

DIVISION 13 – SPECIAL CONSTRUCTION

13 47 13 Cathodic Protection

DIVISION 21 – FIRE SUPPRESSION

21 11 16 Facility Fire Hydrants

DIVISION 31 – EARTHWORK

31 10 00 Site Preparation 31 23 00 Earthwork 31 23 19 Dewatering 31 23 26 Flowable Fill 31 32 19 Geotextiles

BC&A TABLE OF CONTENTS

UANG PAGE 00 01 10-2

TABLE OF CONTENTS

(CONTINUED)

TECHNICAL SPECIFICATIONS

Section Page

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 16 A.C. Pavement and Base 32 13 13 Portland Cement Concrete Pavement 32 13 73 Pavement Joint Sealants 32 16 00 Driveways, Sidewalks, Curbs, Gutters, and Other Concrete Flatwork 32 31 13 Chain Link Fencing and Gates

DIVISION 33 – UTILITIES

33 05 07 PVC Pipe c900-905 33 05 16 Precast Concrete Vaults 33 13 00 Water Pipeline Testing and Disinfection 33 41 05 Ductile Iron Pipe and Fittings

DIVISION 40 – PROCESS INTEGRATION

40 05 50 Miscellaneous Valves 40 05 51 Valves, General 40 05 52 Valve and Gate Actuators 40 05 61 Gate Valves

UANG SUMMARY OF WORK

REPAIR WATER MAINS AND ROADS, SABRE STREET PAGE 01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. The Work to be performed under this Contract consists of furnishing all plant, tools, equipment, materials, supplies, and manufactured articles and furnishing all labor, transportation, and services, including fuel, power, water, and essential communications, and performing all Work, or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. The Work shall be complete, and all Work, materials, and services not expressly indicated or called for in the Contract Documents, which may be necessary for the complete, safe and proper construction of the Work in good faith shall be provided by Contractor as though originally so indicated, at no increase in cost to Owner.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of this Contract comprises the construction of roads and associated curb gutters and sidewalks, as well as replacing water service mains and laterals. Fire hydrants and storm drain catch basins will also be replaced. Water meters and detector check valves will be removed and new ones installed at new locations.

B. The Work is located in Salt Lake City, UT as indicated on the Drawings.

1.3 CONTRACT METHOD

A. The Work hereunder will be constructed under a single lump-sum contract.

1.4 STREAMLINED SPECIFICATIONS

A. These specifications are written in streamlined or declarative style, often using incomplete sentences. This imperative language is directed to Contractor unless specifically noted otherwise.

B. Omissions of such words and phrases as “Contractor shall,” “in conformity therewith,” “shall be,” “as shown on the Drawings,” “a,” “an,” “the,” and “all” are intentional in streamlined sections.

1. Omitted words shall be supplied by inference in the same manner as when a note appears on the Drawings.

2. Omission of such words shall not relieve Contractor from providing the items and work described herein or indicated on the Drawings.

3. Words “shall be” are included by inference where a colon (:) is used within sentences or phrases.

REPAIR WATER MAINS AND ROADS, SABRE STREET PAGE 01 11 00 - 2

1.5 WORK BY OTHERS

A. Owner reserves the right to perform or award other work concurrent with the Work included in this Contract

1. Work may be conducted at or adjacent to the Site by other contractors during the performance of the Work under this Contract. Conduct operations so as to cause a minimum of interference with the Work of such other contractors and cooperate fully with such contractors to provide continued safe access to their respective portions of the Site, as required to perform Work under their respective contracts.

B. Interference With Work On Utilities:

1. Cooperate and coordinate fully with all utility forces of Owner or forces of other public or private agencies engaged in the relocation, altering, or otherwise rearranging of any facilities which interfere with the progress of the Work.

2. Schedule the Work to minimize interference with said relocation, altering, or other rearranging of facilities.

1.6 WORK SEQUENCE AND SCHEDULING CONSTRAINTS

A. Schedule and perform the Work in such a manner as to result in the least possible disruption to the public's use of roadways, driveways, and utilities. Utilities shall include but not be limited to water, sewerage, drainage structures, ditches and canals, gas, electric, cable television, and telephone. Refer to Utility Adjustment and other plan and profile sheets for approximate location of utilities. However, there is no guarantee as to accuracy or completeness. Contractor shall incorporate as-built locations on the reproducible record plans, in red ink, showing proper location on each sheet where these utilities are located.

B. Schedule construction activities in such a way that interruption to the flow of base activities is minimized.

C. Access to the site is limited to the hours of 6 am to 4:30 pm, Monday through Thursday.

1.7 CONTRACTOR USE OF PROJECT SITE

A. Use of the Project Site shall be limited to construction operations, including on-Site storage of materials, on-Site fabrication facilities, and field offices.

B. Do not use the indicated portion of the site until notice to proceed and clearances have been issued for any of its construction operations.

1.8 OWNER USE OF THE PROJECT SITE

A. Owner may utilize all or a part of the construction area for base operations during the period of construction. Contractor must coordinate project staging areas with base personnel.

Cooperate and coordinate with Owner to facilitate Owner's operations and projects and to minimize interference with Contractor's operations at the same time. In any event, Owner shall be allowed safe access to the Project Site during the period of construction.

REPAIR WATER MAINS AND ROADS, SABRE STREET PAGE 01 11 00 - 3

1.9 PARTIAL UTILIZATION OF THE WORK BY OWNER

A. Owner will take partial utilization of the Work upon substantial completion. Partial utilization will involve the placing into service of the water lines.

1.10 CONTRACTOR’S WORKING HOURS

A. Perform work within Owner’s regular working hours from 6:00 am to 4:30 pm Monday through Thursday. If Contractor desires to work overtime or work on a Friday, Saturday, Sunday, or any federal holiday, obtain prior approval from Owner and Engineer.

1.11 STORAGE

A. Storage conditions shall be acceptable to Owner for all materials and equipment not incorporated into the Work but included in Applications for Payment. Such storage arrangements and conditions shall be presented in writing for Owner’s review and approval and shall afford adequate and satisfactory security and protection. Off-site storage facilities shall be accessible to Engineer. The stored materials shall be insured for full value.

Certificates of liability insurance coverage must be submitted to Engineer with the request for payment by Contractor. All arrangements and costs for storage facilities shall be paid by Contractor, unless specifically designated in the Contract Documents to be furnished by Owner.

1.12 NOTICES TO OWNERS OF ADJACENT PROPERTIES AND UTILITIES

A. Notify Owners of adjacent property and utilities when prosecution of the Work may affect them.

B. When it is necessary to temporarily deny access by owners or tenants to their property, or when any utility service connection must be interrupted, Give notices sufficiently in advance to enable the affected person(s) to provide for their needs. Notices shall conform to any applicable local ordinance and, whether delivered orally or in writing, shall include appropriate information concerning the interruption and instructions on how to limit any resulting inconvenience.

C. Utilities and other concerned agencies shall be contacted at least seven days prior to cutting or closing streets or other traffic areas or excavating near underground utilities or pole lines.

D. Review with the various utility companies the construction methods, safety procedures, and Work to be done in the vicinity of utilities. When temporary relocation of utilities is necessary, provide sufficient advance notice to the utility involved.

1.13 LINES AND GRADES

A. Perform all Work to the lines, grades, and elevations shown on the Drawings.

B. Basic horizontal and vertical control points will be established or designated as provided in General Conditions paragraphs. Use these points as datum for the Work. Perform any additional survey, layout, or measurement work needed for proper construction of the Work as a part of the Work at no additional cost to Owner.

REPAIR WATER MAINS AND ROADS, SABRE STREET PAGE 01 11 00 - 4

C. Employ experienced instrument personnel, competent assistants, and such instruments, tools, stakes, and other materials required to complete the survey, layout, and measurement work. In addition, furnish, without additional charge, competent personnel and such tools, stakes, and other materials as Engineer may require in establishing or designating control points or in checking survey, layout, and measurement of Work performed.

D. Keep Engineer informed, a reasonable time in advance, of the times and places at which Work is to be done, so that horizontal and vertical control points may be established and any checking deemed necessary by Engineer may be done with minimum delay to the Project.

E. Remove and reconstruct Work, which is improperly located.

1.14 SUSTAINABILITY DESIGN

A. This project is categorized as horizontal construction with a sustainable design goal of ANG Meritable. The minimum number of points for this type of construction is 9 points. The points will be achieved by completing the following LEED Credit Elements.

LEED Credit Element Points

SS Credit 1: Site Selection 1 WE Credit 1: Water Efficient Landscaping/Option 2 4 MR Credit 2:Construction Waste Management 2 MR Credit 4: Recycled Content 2 MR Credit 5: Regional Materials 2

The points for each of the elements will be achieved by the following means:

1. SS Credit 1

a. Constructing the project as shown on drawings.

2. WE Credit 1

a. Constructing the project as shown on the drawings.

3. MR Credit 2

a. Diverting a minimum of 75% of demolished materials to facilities for recycling. See Section 02 41 00.

4. MR Credit 4

a. Ensure that 20% of materials used in project are made from recycled products. See Section 01 25 10.

5. MR Credit 5

a. Ensure that 20% of materials used in project are locally sourced from within 500 miles. See Section 01 25 10.

1.15 PROJECT MEETINGS

A. Preconstruction Conference

1. Prior to the commencement of Work at the Site, a preconstruction conference will be held at a mutually agreed time and place which shall be attended by Contractor's Project Manager, its Superintendent, its Safety Representative, and its Subcontractors as Contractor deems appropriate. Other attendees will be:

REPAIR WATER MAINS AND ROADS, SABRE STREET PAGE 01 11 00 - 5

a. Engineer

b. Representatives of Owner

c. Governmental representatives as appropriate

d. Others as requested by Contractor, Owner, or Engineer

e. Engineer’s Representative

2. Bring to the conference, any submittals so indicated in Section 01 33 20 – Submittal Procedures.

3. The purpose of the conference is to designate responsible personnel, discuss contract requirements and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The complete agenda will be furnished by Engineer prior to the meeting date. However, be prepared to discuss all of the items listed below.

a. Contractor's assignments for safety and first aid, including Designated

Competent person(s) and Contractor's safety Representative.

b. Status of Contractor's insurance and bonds.

c. Contractor's tentative schedules.

d. Transmittal, review, and distribution of Contractor's submittals.

e. Processing applications for payment.

f. Maintaining record documents.

g. Critical Work sequencing.

h. Field decisions and Change Orders.

i. Use of project site, office and storage areas, security, housekeeping, and

Owner's needs.

j. Major equipment deliveries and priorities.

k. Permits required for construction.

l. Utilities required for construction.

m. Contract Owner and channels of communication.

n. Coordination with others.

4. Engineer will preside at the preconstruction conference and will arrange for keeping and distributing the minutes to all persons in attendance.

B. Progress Meetings

1. Engineer will schedule and hold regular on-Site progress meetings at least weekly and at other times as deemed necessary by Engineer or as required by progress of the Work. Contractor, Engineer and all Subcontractors active on the Site must attend each meeting. Contractor may at its discretion request attendance by representatives of its Suppliers, manufacturers, and other Subcontractors.

2. Engineer will preside at the meetings and will arrange for keeping and distributing the minutes. The purpose of the meetings will be to review the progress of the Work, discuss safety, maintain coordination of efforts, discuss commercial issues, discuss changes in scheduling, and resolve other problems, which may develop. During each meeting, all parties are required to present any issues, which may impact its Work, with a view toward resolving these issues expeditiously.

1.16 AVAILABLE SUPPLEMENTAL REPORTS

A. Geotechnical Report: Geotechnical data referenced in these Contract Documents are based upon the report titled “Waterline Replacement and Roadway Reconstruction“, prepared by Kleinfelder, dated July 31, 2018. Report is included with bid documents.

REPAIR WATER MAINS AND ROADS, SABRE STREET PAGE 01 11 00 - 6

B. Soil and Groundwater Contamination Report from groundwater analysis near Building 220 is included with bid documents.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION

UANG PRODUCTS, MATERIALS, EQUIPMENT AND SUBSTITUTIONS

REPAIR WATER MAINS AND ROADS, SABRE STREET PAGE 01 25 10 - 1

SECTION 01 25 10

PRODUCTS, MATERIALS, EQUIPMENT AND SUBSTITUTIONS

PART 1 - GENERAL

1.1 DEFINITIONS

A. The word "Products," as used herein, is defined to include purchased items for incorporation into the Work, regardless of whether specifically purchased for the Project or taken from stock of previously purchased products.

B. The word "Materials," is defined as products which must be substantially cut, shaped, worked, mixed, finished, refined, or otherwise fabricated, processed, installed, or applied to form units of work.

C. The word "Equipment" is defined as products with operational parts, regardless of whether motorized or manually operated, and particularly including products with service connections (wiring, piping, and other like items).

D. Definitions in this Article are not intended to negate the meaning of other terms used in the Contract Documents, including "specialties," "systems," "structure," "finishes," "accessories," "furnishings," “special construction," and similar terms, which are self-explanatory and have recognized meanings in the construction industry.

E. Neither "Products" nor "Materials" nor "Equipment" includes machinery and equipment used for preparation, fabrication, conveying and erection of the Work.

1.2 QUALITY ASSURANCE

A. Source Limitations: To the greatest extent possible for each unit of work, provide products, materials, and equipment of a singular generic kind from a single source.

B. Compatibility of Options: Where more than one choice is available as options for selection of a product, material, or equipment, select an option, which is compatible with other products, materials, or equipment. Compatibility is a basic general requirement of product, material and equipment selections.

1.3 REGIONAL MATERIALS

A. Use building materials or products that have been extracted, harvested or recovered, as well as manufactured within 500 miles of the project site for a minimum of 20%, based on cost, of the total materials value. If only a fraction of a product or material is extracted, harvested, or recovered and manufactured locally, then only that percentage (by weight) can contribute to the regional value.

B. Provide documentation showing that a minimum of 20% of the cost of materials have been obtained regionally as described above.

REPAIR WATER MAINS AND ROADS, SABRE STREET PAGE 01 25 10 - 2

1.4 RECYCLED CONTENT

A. Use materials with recycled content such that the sum of postconsumer recycled content plus ½ of the preconsumer content constitutes at least 20%, based on cost, of the total value of the materials in the project. The recycled content value of a material assembly is determined by weight. The recycled fraction of the assembly is then multiplied by the cost of assembly to determine the recycled content value.

B. Contractor shall provide documentation showing the value of the recycled content of the asphalt, concrete, and base course that is used on the site.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Delivery and Acceptance

1. Deliver and store products, materials, and equipment in accordance with manufacturer's written recommendations and by methods and means which will prevent damage, deterioration, and loss including theft.

2. Manage delivery schedules to minimize long-term storage of products at Site and overcrowding of construction spaces. In particular, ensure coordination to minimize holding or storage times for flammable, hazardous, easily damaged, or sensitive materials to deterioration, theft, and other sources of loss.

3. The base will not accept deliveries on behalf of the Contractor. Any deliveries to the base must be coordinated and accepted by the Contractor. Base can assist with escorting delivery drivers.

B. Transportation and Handling

1. Transport products by methods to avoid damage. Deliver in undamaged condition in manufacturer's unopened containers and packaging.

2. Furnish equipment and personnel to handle products, materials, and equipment, including those provided by Owner, by methods to prevent soiling and damage.

3. Provide additional protection during handling to prevent marring and otherwise damaging products, packaging, and surrounding surfaces.

C. Storage and Protection

1. Products shall be stored in accordance with manufacturer's written instructions and with seals and labels intact and legible. Sensitive products shall be stored in weather-tight climate controlled enclosures and temperature and humidity ranges shall be maintained within tolerances required by manufacturer's recommendations.

2. For exterior storage of fabricated products, products shall be placed on sloped supports above ground. Products subject to deterioration shall be covered with impervious sheet covering and ventilation shall be provided to avoid condensation.

3. Loose granular materials shall be stored on solid flat surfaces in a well-drained area and shall be prevented from mixing with foreign matter.

4. Storage shall be arranged to provide access for inspection. Periodically inspect to assure products are undamaged and are maintained under required conditions.

5. Storage shall be arranged in a manner to provide access for maintenance of stored items and for inspection.

D. Maintenance of Storage

REPAIR WATER MAINS AND ROADS, SABRE STREET PAGE 01 25 10 - 3

1. Periodically inspect stored products on a scheduled basis. Maintain a log of inspections and make the log available on request.

2. Comply with manufacturer's product storage requirements and recommendations.

3. Maintain manufacturer-required environmental conditions continually.

4. Ensure that surfaces of products exposed to the elements are not adversely affected and that weathering of finishes does not occur.

5. For mechanical and electrical equipment, provide a copy of the manufacturer's service instructions with each item and the exterior of the package shall contain notice that instructions are included.

6. Service products on a regularly scheduled basis. Maintain a log of services and submit as a record document prior to acceptance by Owner in accordance with the Contract Documents.

1.6 PROPOSED SUBSTITUTIONS AND "OR EQUAL" ITEMS

A. Substitution and “or equal” determination shall be submitted and evaluated per the General Conditions included in the Contract Documents.

B. When proposing a substitution, make written application to Engineer on the "Substitution Request Form."

C. Unless otherwise provided by law or authorized in writing by Engineer, submit the "Substitution Request Form(s)" within the 35-day period after award of the Contract.

D. Whenever products, materials, or equipment are indicated in the Contract Documents by using the name of a proprietary item or the name of a particular supplier, the naming of the manufacturer is intended to establish the type, function, and quality required. The Contract Price is understood to be based upon furnishing the item specified.

E. If a named item is not available or a particular supplier is no longer doing business, the following shall apply:

1. In the event that a named supplier is no longer doing business under the name indicated, furnish the specified product from the legal successors to the named supplier.

2. In the event that a named product is no longer available from the named supplier due to acquisition or sale of the given product line, but the product is available from another supplier, provide the named product. In such cases, submit a substitution request form and include certification from the supplier that the product being supplied is materially and functionally identical to the product named in the Contract Documents.

3. In the event that the named product is no longer available from the named supplier or any other supplier, notify Owner in writing and Owner will direct Engineer to identify suitable substitute products. Provide one of the suitable substitute products.

F. The procedure for review by the Engineer will include the following:

1. Wherever a proposed substitution has not been submitted within said 35-day period, or wherever the submission of a proposed substitution material or equipment has been judged to be unacceptable by Engineer, provide the product, material, or equipment indicated in the Contract Documents.

REPAIR WATER MAINS AND ROADS, SABRE STREET PAGE 01 25 10 - 4

2. Certify that the proposed substitution will adequately perform the functions and achieve the results called for by the general design, and be similar and of equal substance to that indicated, and be suited to the same use as that indicated.

3. Engineer will evaluate each proposed substitution within a reasonable period of time.

4. As applicable, do not make shop drawing submittals for a substitution without

Engineer's prior written acceptance of the "Substitution Request Form." Do not order, install, or utilize any substitution item prior to written acceptance of the “Substitution Request Form.”

5. Engineer will record the time required by Engineer in evaluating substitutions and in making changes by Contractor in the Contract Documents occasioned thereby.

G. Application using the "Substitution Request Forms" shall contain the following statements and information, which shall be considered by Engineer in evaluating the proposed substitution:

1. The evaluation and acceptance of the proposed substitution shall not prejudice the achievement of substantial completion on time.

2. Whether or not acceptance of the substitution for use in the Work will require a change in any of the Contract Documents to adapt the design to the proposed substitution.

3. Whether or not incorporation or use of the substitution in connection with the Work is subject to payment of any license fee or royalty.

4. All variations of the proposed substitution from the items originally specified shall be identified.

5. Available maintenance, repair, and replacement service shall be indicated. The manufacturer shall have a local service agency (within 50 miles of the site) which maintains properly trained personnel and adequate spare parts and is able to respond and complete repairs within 24 hours.

6. Itemized estimate of all costs that will result directly or indirectly from acceptance of such substitution, including cost of redesign and claims of other contractors affected by the resulting change.

H. Without any increase in cost to Owner, be responsible for, and pay all costs in connection with proposed substitutions and costs of inspections and testing of equipment or materials submitted for review prior to purchase thereof for incorporation in the Work, whether or not Engineer accepts the proposed product, equipment, or material. Reimburse Owner for the charges of Engineer and other authorized representatives for evaluating each proposed substitution.

PART 2 - PRODUCTS (NOT USED)

CE1006 PAGE 1

REV 10/00

SUBSTITUTION REQUEST FORM

To: Project:

Date:

Owner:

Specified Item:

Section Page Paragraph Description

The undersigned requests consideration of the following:

Proposed Substitution:

Attached data includes product description, specifications, drawings, photographs, performance and test data adequate for evaluation of the request. Applicable portions of the data are clearly identified.

The undersigned states that the following paragraphs, unless modified on attachments, are correct:

1. The proposed substitution does not affect dimensions shown on Drawings and will not require a change in any of the

Contract Documents.

2. The undersigned will pay for changes to the design, including engineering design, detailing, and construction costs caused by the request substitution which is estimated to be $.

3. The proposed substitution will have no adverse effect on other contractors, the construction schedule (specifically the date of substantial completion), or specified warranty requirements.

4. Maintenance and service parts will be locally available for the proposed substitution.

5. The incorporation or use of the substitute in connection with the work is not subject to payment of any license fee or royalty.

The undersigned further states that the function, appearance, and quality of the proposed substitution are equivalent or superior to the specified item.

Submitted by Contractor: Reviewed by Engineer:

Firm: ☐ Accepted as Submitted ☐ Accepted as Noted

By: ☐ Not Accepted ☐ Received too Late

Signature: By:

Telephone: Title:

Attachments: Date:

Comments: Comments:

UANG SCHEDULE OF VALUES

REPAIR WATER MAINS AND ROADS, SABRE STREET PAGE 01 29 73 - 1

SECTION 01 29 73

SCHEDULE OF VALUES

PART 1 - GENERAL

1.1 GENERAL

A. This Section defines the process whereby the Schedule of Values shall be developed and incorporated into the Construction Progress Schedule as specified in Section 01 32 16 – Construction Progress Schedule. Monthly progress payment amounts shall be determined from the weekly progress updates of the scheduled activities. The schedule of values shall, as a minimum, list the value of every activity on the schedule, and shall include such additional breakdowns as required herein. The values in the Schedule of Values do not establish a commitment by either Contractor or Owner when negotiating changes to the Contract Documents.

1.2 DETAILED SCHEDULE OF VALUES

A. Prepare and submit a detailed Schedule of Values to Engineer as part of the Construction Progress Schedule submittal. Because the ultimate requirement is to develop a detailed Schedule of Values sufficient to determine appropriate monthly progress payment amounts, sufficient detailed breakdown shall be provided to meet this requirement. The Schedule of Values shall have a one-to-one relationship to the work activities of the Construction Progress Schedule even though additional detailed breakdowns for the Schedule of Values may be required. Engineer will be the sole judge of acceptable breakdowns, details, and descriptions of the values established. If, in the opinion of Engineer, a greater number of Schedule of Values items than proposed is necessary, add the additional items so identified.

B. The minimum details of a breakdown of the major Work components are indicated below.

Provide greater detail when directed by Engineer.

1. Mobilization

2. Construction Progress Schedule shall be broken down by initial submittal and monthly updates.

3. Break down Civil site Work into roadways, individual drainage systems, individual flood control structures, site concrete, soil cement, paving, excavation cut and fill, clearing and grubbing and any other items determined to be necessary for the establishment of pay and activity items.

4. Break down concrete structures into excavation, subgrade preparation, and appurtenant pre-foundation Work, concrete foundation construction, slabs on grade, walls, columns, suspended slabs, etc. (provide sufficient breakdown to accommodate necessary schedule detail.

5. Break down mechanical Work within each structure to identify individual piping systems, equipment installation by equipment name and number, and equipment testing and checkout.

6. Break down electrical and Instrumentation Work within each structure to identify individual systems, equipment installation by equipment name and number, and equipment testing and checkout.

a. Break down fiber optic conduit Work into conduit installation and pullboxes.

UANG SCHEDULE OF VALUES

REPAIR WATER MAINS AND ROADS, SABRE STREET PAGE 01 29 73 - 2

b. Break down cathodic protection Work by ribbon anode and appurtenances, test station types, rectifiers, and insulating flanges.

7. Break down protective coating Work by system. Where specific coating Work may be critical to performing the Work to meet milestone and schedule dates, such Work shall be included as individual pay and activity items.

8. Break down utility relocation Work into individual pipelines running from and to termination points. Each pipeline shall be an individual pay item unless otherwise allowed by the Engineer.

9. Break down aqueduct Work into individual items including pipe, specials, and other pipe materials, excavation, pipe installation, joint welding (including testing), joint protection, CLSM, pipe zone, backfill, surface restoration, and hydrostatic testing;

aqueduct crossings; aqueduct interconnections; and any other items determined necessary for the establishment and pay and schedule activities.

10. Break down in-field pipeline lining by stations between access manholes.

11. Provide breakdown for disinfection, testing, and commissioning of pipelines and reservoirs.

12. Operations and Maintenance (O & M) Manuals shall be broken down into one O & M

Manual per piece of equipment or one O & M Manual per group of like-kind pieces of equipment for establishment of pay and schedule activity items.

13. Break down all other Work not specifically included in the above items as necessary for establishment of pay and schedule activity items.

C. After submittal of the Schedule of Values, as part of the Construction Progress Schedule submittal, meet with Engineer and jointly review the schedules. Review the value allocations and extent of detail to determine any necessary adjustments to the values and to determine if sufficient detail has been proposed. Make adjustments deemed necessary to the value allocation or level of detail and submit a revised detailed Schedule of Values within 5 work days from receipt of comments from Engineer.

1.3 CHANGES TO SCHEDULE OF VALUES

A. Assign values, approved by Engineer, for changes to the Construction Schedule which add activities not included in the original Construction Schedule but are included in the original Work (schedule omissions). Reduce other activity values to provide equal value adjustment increases for added activities as approved by Engineer.

B. In the event that Contractor and Engineer agree to make adjustments to the original Schedule of Values because of inequities discovered in the original accepted detailed Schedule of Values, increases and equal decreases to values for activities may be made. Engineer may direct changes to the schedule when inequities are discovered and agreement on the reallocation cannot be achieved.

PART 2 - PRODUCTS (NOT USED)

UANG CONSTRUCTION PROGRESS SCHEDULE

REPAIR WATER MAINS AND ROADS, SABRE STREET PAGE 01 32 16 - 1

SECTION 01 32 16

CONSTRUCTION PROGRESS SCHEDULE

PART 1 - GENERAL

1.1 GENERAL

A. Employ a bar chart schedule for the planning and scheduling of all Work required under the Contract Documents.

B. In addition to the scheduling aspect, the same chart shall show an “S” curve for scheduled dollar expenditures versus time.

C. In the process of preparing baseline schedule and monthly updates, consult with all key subcontractors and suppliers to assure concurrence with the feasibility and achievability of planned start dates, sequencing, durations, and completion dates.

1.2 QUALIFICATIONS

A. Demonstrate competence through the submission of a fully compliant Construction Progress Schedule with the initial schedule submission. Upon failure to so demonstrate competence in scheduling, Engineer may direct Contractor to employ the services of a scheduler that can demonstrate competence. Comply with such directives.

1.3 SUBMITTAL PROCEDURES

A. Submittal Requirements

1. Submit Construction Progress Schedule on a standard drawing sheet, size 24 inches by 36 inches.

2. The time scale (horizontal) shall be in weeks. The activities shall be listed on the left hand side (vertical).

3. Break down activities into sufficient detail to show all work activities. The listing from top to bottom shall be in a logical manner of which the Work will be accomplished. Provide space between activities or within bars to allow for marking of actual progress.

4. Provide a written narrative of the planning logic along with a description of Work and quantities included in each activity of the bar chart schedule.

Duration: The duration indicated for each activity shall be in units of whole working days and shall represent the single best time considering the scope of the Work and resources planned for the activity, including time for holidays and inclement weather.

The calendar for the network shall be in calendar days. Except for certain non-labor activities, such as curing concrete or delivering materials, activity durations shall not exceed 14 days, be less than one day, nor exceed $50,000 in value unless otherwise accepted by Engineer.

B. Time of Submittals

1. Submit the bar chart schedule with “S” curves and narrative within fifteen (15) working days after Notice to Proceed for review by Engineer. The schedule submitted shall indicate a project completion date the same as the contract completion date.

REPAIR WATER MAINS AND ROADS, SABRE STREET PAGE 01 32 16 - 2

2. Submit a copy of the schedule, clearly showing progress made and actual “S” curves, on a two or four week basis depending on the duration of the project and reporting time agreed to in the preconstruction meeting.

C. Acceptance

1. The bar chart schedule and “S” curves, when accepted by Engineer, constitute the

Construction Progress Schedule unless a revised schedule is required due to one or more of the following:

a. Substantial changes in the Work scope.

b. A change in Contract time.

c. Delinquency by Contractor that requires a recovery schedule.

2. Owner’s review and acceptance of the Construction Progress Schedule is for conformance to the requirements of the Contract Documents only. Review and acceptance by Owner of Contractor’s Construction Progress Schedule does not relieve Contractor of any of its responsibility whatsoever for the accuracy or feasibility of the Construction Progress Schedule, or of Contractor’s ability to meet interim milestone dates and the Contract completion date, nor does such review and acceptance expressly or impliedly warrant, acknowledge, or admit the reasonableness of the logic and durations of the Construction Progress Schedule.

1.4 SCHEDULE UPDATES

A. The Construction Progress Schedule shall be updated to reflect the as-built conditions of the Work and to accurately forecast the status of incomplete activities. Provide progress reports at each weekly progress meeting, stating actual percent earned versus percent planned.

Submit Construction Progress Schedule updates to Engineer with each payment request, including approved changes in the Work and accurately depicting the current status and sequence of all activities.

B. Submit the updated Construction Progress Schedule in the form, sequence, and number of copies requested for the initial schedule.

C. Engineer will review each submitted Construction Progress Schedule update and provide comments within seven days of the submittal. Revise and resubmit the schedule within five days of receipt of comments from Engineer. Engineer will review the re-submittal within five days and provide comments if the schedule update is still unacceptable. Revise and resubmit the schedule within five days of receipt of comments from Engineer.

1.5 PROGRESS MEETINGS AND LOOK-AHEAD SCHEDULES

A. For the weekly progress meetings, submit a look-ahead schedule. This schedule will cover four weeks: the immediate past week, the current week, and the forthcoming two weeks. List all activities from the accepted Construction Progress Schedule, which are complete, are scheduled for Work during the period, are currently planned to be worked, even if out of sequence, and Work which is unfinished but scheduled to be finished. Provide actual start and completion dates for the Work that has been completed the prior week. Forecast early start and early finish dates for the Work that is in process or upcoming.

REPAIR WATER MAINS AND ROADS, SABRE STREET PAGE 01 32 16 - 3

B. Identify each activity noted above by activity number corresponding to the accepted Construction Progress Schedule and detailed description of the activity.

C. Deliver the look-ahead schedule to Engineer 24 hours prior to the weekly progress meeting in a format approved by Engineer.

1.6 CONSTRUCTION SCHEDULE REVISIONS

A. Engineer may direct and, if so directed, Contractor shall propose, revisions to the Construction Progress Schedule upon occurrence of any of the following instances:

1. The actual physical progress of the Work falls more than five percent (5%) behind the accepted Construction Progress Schedule, as demonstrated by comparison to the accepted monthly Construction Progress Schedule updates or as determined by Engineer if a current accepted Construction Progress Schedule does not exist.

2. Engineer considers milestone or completion dates to be in jeopardy because of “activities behind schedule”. “Activities behind schedule” are all activities that have not or cannot be started or completed by the dates shown in the Construction Progress Schedule.

3. A Change Order has been issued that changes, ads, or deletes scheduled activities, or affects the time for completion of scheduled activities.

B. When instances requiring revision to the Construction Progress Schedule occur, submit the proposed revised Construction Progress Schedule within ten (10) working days after receiving direction from Engineer to provide such schedule. No additional payment will be made for preparation and submittal of proposed revised Construction Progress Schedules.

However, if Engineer accepts the proposed revised Construction Progress Schedule, it shall replace and supersede all previous Construction Progress Schedules and substitute for the next monthly Construction Progress Schedule update that would otherwise be required.

C. Revisions to the Construction Progress Schedule shall comply with all of the same requirements applicable to the original schedule.

1.7 SCHEDULE RECOVERY

A. If a revised Construction Progress Schedule accepted by Engineer requires additional manpower, equipment, hours of work or work shifts, or to accelerate procurement of materials or equipment, or any combination thereof, as schedule recovery measures to meet Contract milestones, implement such schedule recovery measures without additional charge to Owner.

1.8 EARLY COMPLETION SCHEDULES

A. Early completion schedules are generally not acceptable to Owner but may be accepted as a convenience to Contractor and under the following conditions.

1. Submit a specific written request outlining the specific reasons for using the early completion schedule.

2. Acknowledge and agree in writing that the proposed reduction in time represents

Project time already paid for by Owner as part of the Bid Price, and available to both Contractor and Owner for the mitigation of impacts to the Project from any source.

REPAIR WATER MAINS AND ROADS, SABRE STREET PAGE 01 32 16 - 4

Contractor is not entitled to any increase in Contract price for failure to achieve the early completion and waives all claim to same.

3. Early completion schedules shall not be based upon or rely on expedited approvals by Owner or Engineer.

4. Early completion schedules must meet all other requirements of the Contract.

B. Revise early completion schedules, which have activities behind schedule, when and as requested by Engineer.

1.9 BASIS OF SCHEDULE NARRATIVES

A. Furnish a basis of schedule narrative to Engineer with each Application for Payment. If the Work falls behind schedule, submit additional narrative at such intervals as Engineer may request.

B. In each narrative, include a summary of progress for the month, description of any current and anticipated delaying factors, a variance analysis for varying activities, impacts on the construction schedule, and proposed corrective actions. Any Work reported complete, but which is not readily apparent to Engineer, must be substantiated with satisfactory evidence.

C. In each narrative, include a list of the activities completed during the preceding month and a list of the activities started during the month but not yet completed.

PART 2 - PRODUCTS (NOT USED)

UANG ELECTRONIC SUBMITTAL PROCEDURES

REPAIR WATERMAINS AND ROADS, SABRE STREET 01 33 05

SECTION 01 33 05

ELECTRONIC SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

B. Division 0 – BIDDING and CONTRACT REQUIREMENTS issued by the Contracting Officer, apply to this Section.

1.2 SUMMARY

A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Electronic Shop Drawings, Electronic Product Data, and other electronic submittals.

B. Related Sections:

1. Division 01 Section "Submittal Procedures" for general submittal requirements.

2. Division 01 Section "Construction Progress Schedule" for submitting schedules and reports, including Contractor's construction schedule.

3. Division 01 Section "Project Closeout" for submitting operation and maintenance manuals.

4. Division 01 Section "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data.

5. Division 01 Section "Project Closeout" for submitting video recordings of demonstration of equipment and training of Contracting Officer's personnel.

1.3 SUBMITTALS

1. Archive copies of Project Website files.

2. Website provider operation and access instructions.

PART 2 - PRODUCTS

2.1 PROJECT WEBSITE PROVIDER

A. Electronic Submittal Website Provider: Subject to compliance with requirements, provide products and/or service under their current licensing agreements that meets the following:

1. Cloud based, with access from any device with an internet connection; no additional software needed.

2. Verified for website access and full functionality on Air National Guard network. Can be verified by previous use of the software by the ANG within the last 3 years or by demonstration at ANG facilities.

3. Everyone on the project gets access without the need to purchase individual licenses.

4. Support and training for all team members.

5. Permission controls allow team members to see only items designated for them.

6. Ability to upload list of expected items from your specification manual or submittal register.

7. Automated workflows, email notifications, and reminders for items overdue streamline and expedite the document review process.

8. Clear accountability for the project team through document logging and tracking, version histories, reminders, and detailed upload and download histories.

9. HTML format archive available for download at end of project. Archive includes all document versions from the review history. Archived documents are organized into categories so it's easy to navigate and find what you need.

2.2 ELECTRONIC SUBMITTAL REQUIREMENTS

A. The following submittals and paperwork documents shall be transmitted to Architect in electronic (PDF) format via a website service designed specifically for transmitting submittals between construction team members. Project website shall include the following functions:

1. Shop drawing submittals

2. Product data submittals

3. Requests for Information (RFI’s)

4. Project Directory

5. Project Correspondence

6. Contractor’s reports and Test Reports

7. Project Meeting Minutes

8. Contract Modification (Change Orders) Logs

9. Request For Information forms, responses and logs

10. Architectural Supplemental Instructions (ASI’s) and logs

11. Contracting Officer required Progress Reports

12. Online document collaboration

13. Applications for Payment

B. The electronic submittal process is not intended for the following:

1. Color samples, color charts, physical material samples.

2. Other submittals not related to shop drawings and product data and not indicated above.

C. Provide for an unlimited number of users including, but not limited to, the Contracting Officer, Commanding Officer Representative, Base Civil Engineer, A/E, A/E’s Consultants, Commissioning Agent, major sub-contractors, and suppliers. Provide four hours of software training at Base Civil Engineer’s office for Project Web site users.

D. Upon completion of Project, provide four complete archive copies of Project Website files to Contracting Officer and Architect in a digital storage format acceptable to the Contracting Officer and Architect.

E. Provide and use project website for purposes of hosting and managing project information and documentation noted elsewhere until Final Completion.

F. Project website administration: Project website will be administered by the Architect/Engineer.

G. Ownership and administrative rights to the project website shall be transferred to the Owner (COR) and shall not be retained by the Contractor upon completion of the Project.

2.3 SUBMITTAL PROCEDURES

A. General Submittal Procedure Requirements: Prepare and submit submittals required by individual Specification Sections as required by Specification Section 013320.

B. The intent of electronic submittals is to expedite the construction process by reducing paperwork, improving information flow, and decreasing turnaround time.

C. Submittal Preparation - Contractor may use any or all of the following options:

1. Subcontractors and Suppliers provide electronic (PDF) submittals to Contractor via email.

2. Subcontractors and Suppliers provide electronic (PDF) submittals to Contractor via the established submittal website.

3. Subcontractors and Suppliers provide paper submittals to General Contractor who electronically scans and converts all submittals to PDF format.

D. Contractor shall review and apply electronic stamp certifying that each submittal complies with the requirements of the Contract Documents including verification of manufacturer / product, dimensions and coordination of information with other parts of the work.

E. Contractor transmits each submittal to A/E using the established submittal website.

1. Contractor provides automated e-mail notice issued by the website to the A/E, A/E’s Consultants, Base Civil Engineer and Contracting Officer that submittals have been posted to the website and sent to the Architect/Engineer.

F. A/E, Base Civil Engineer and Contracting Officer review comments will be made available on the established submittal website for downloading. Contractor will receive email notice of completed review.

G. Distribution of reviewed submittals to subcontractors and suppliers is the responsibility of the Contractor.

1. Contractor to submit CD, DVD or USB drive copies of reviewed submittals at project closeout for record purposes in accordance with Section 017839 – Project Closeout

2.4 COSTS:

A. Contractor shall include the cost of Electronic Submittal Website services in their proposal. This cost shall be included in the Contract Amount.

1. The intent is for the Electronic Submittal Website service cost to be used in lieu of postage or shipping costs typically paid for paper submittals.

2. Contractor shall be responsible for training their employees and/or sub-contractors regarding use of website and PDF submittals.

3. Internet Service and Equipment Requirements:

a. Email address and Internet access at Contractor’s main office.

b. Adobe Acrobat (www.adobe.com), Bluebeam or…