Type B-3 Specs_McEntire_Repair and Widen Taxiway PTSE 162011.pdf

McEntire JNGB South Carolina Air National Guard Eastover, South Carolina December 22, 2020

Repair & Widen Primary Taxiway Phase 1

Project Specifications

Type B-3 Final Submittal Project No. PSTE 162011

McEntire Joint National Guard Base Repair & Widen Primary Taxiway -Phase I

Project No. PSTE 162011 Type B-3 22 Dec 2020

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 41 00 BIDDING SCHEDULE

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 56 20 AIRFIELD AND HELIPORT LIGHTING AND VISUAL NAVIGATION AIDS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.51 PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 01 16.71 COLD MILLING ASPHALT SURFACE

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 01 29.61 PARTIAL DEPTH PATCHING OF RIGID PAVING

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 GRADED-CRUSHED AGGREGATE BASE COURSES

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 ASPHALT PAVING FOR AIRFIELDS

32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY

PAVEMENTS

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

McEntire Joint National Guard Base Repair & Widen Primary Taxiway -Phase I

Project No. PSTE 162011 Type B-3 22 Dec 2020

PROJECT TABLE OF CONTENTS Page 2

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

McEntire Joint National Guard Base Project No. PTSE 162011 Repair and Widen Primary Taxiway – Phase 1 Type B-3 22 Dec 2020

Section 00 41 00 Page 1

SECTION 00 41 00

BIDDING SCHEDULE

PART 1 GENERAL

1.1 BASIS OF BIDS

1.1.1 Bid Items with Unit Prices/Amounts

This contract will be awarded as one lump sum, with individual lump sum and unit prices required for specifically selected work for information only. A schedule of the individually priced work is contained in Standard Form SF 1442, "Solicitation, Offer and Award." See Contract Clauses, "FAR 52.211-18, Variation in Estimated Quantity" and "FAR 52.236-16, Quantity Surveys," "DFARS.252.236-7008, Contract Prices - Bidding Schedules.”

Any disparity between the Bidding Schedule total below and the SF1442 CLIN01, it will be the SF1442 that will govern.

Item Description Estimated Quantity

Unit Unit Price Amount

CLIN 01

REPAIR AND WIDEN PRIMARY TAXIWAY –

PHASE 1

All work to complete the Repair and Widen Primary Taxiway Pavements project in accordance with the drawings and specifications, including the items 001a – 001n listed below.

1 LS --------

001a

GENERAL ITEMS

All work to complete the items listed under this category shown on the following sheets in accordance with the corresponding drawings and specifications.

1 LS --------

001b

EROSION CONTROL & LANDSCAPING ITEMS

All work to complete the items listed under this category shown on the following sheets in accordance with the corresponding drawings and specifications.

1 LS --------

001c

DEMOLITION & GRADING ITEMS

All work to complete the items listed under this category shown on the following sheets in accordance with the corresponding drawings and specifications.

1 LS --------

Section 00 41 00 Page 2

001d

MISCELLANEOUS PAVEMENT ITEMS

All work to complete the items listed under this category shown on the following sheets in accordance with the corresponding drawings and specifications.

1 LS --------

001e

PAVEMENT MARKING ITEMS

All work to complete the items listed under this category shown on the following sheets in accordance with the corresponding drawings and specifications.

1 LS --------

001f

DRAINAGE ITEMS

All work to complete the items listed under this category shown on the following sheets in accordance with the corresponding drawings and specifications.

1 LS --------

001g

ELECTRICAL LIGHTING ITEMS

All work to complete the items listed under this category shown on the following sheets in accordance with the corresponding drawings and specifications.

1 LS --------

001h

HOT MIX ASPHALT (HMA) FOR AIRFIELDS

See Section 01 22 00 for additional information.

1,516 TON

001i

CONCRETE PAVEMENT FOR AIRFIELDS

See Section 01 22 00 for additional information.

14,911

CY

001j

REMOVAL AND OFF-SITE DISPOSAL OF

EXISTING CONCRETE SURFACE

See Section 01 22 00 for additional information.

6,050 CY

001k

REMOVAL AND OFF-SITE DISPOSAL OF

EXISTING ASPHALT SURFACE

See Section 01 22 00 for additional information.

3,348 CY

001l

GRADED CRUSHED AGGREGATE BASE COURSE

See Section 01 22 00 for additional information.

5,972 TON

001m

BASE COURSE DRAINAGE LAYERS

See Section 01 22 00 for additional information.

34,370 SY

001n

UNCLASSIFIED EXCAVATION

See Section 01 22 00 for additional information.

37,640 CY

TOTAL of ITEMS 001a to 0001n

Section 00 41 00 Page 3

CLIN 02

Option #1 All work to construct fillet on Taxiway G in accordance with the drawings and specifications.

1 LS

Total of items 001a through 001n shall equal amount entered under CLIN01 amount above.

Items listed on the following pages represent the major items of work with corresponding reference Sections. The contractor shall include the cost of all items which he/she may see fit or required beyond those indicted in each category.

Any price for items indicated above which are unbalanced as to price may be rejected as non-responsive. An unbalanced bid is one which is based on price significantly less than cost for some work and price which is significantly overstated for other work.

SPEC. GENERAL ITEMS (001a)

01 11 00 01 14 00 01 30 00 01 32 01.00 10 01 33 00 01 35 13 01 35 26 01 42 00 01 45 00.00 10 01 50 00 01 57 19 01 58 00 01 74 19 01 78 00 01 78 23

SUMMARY OF WORK

WORK RESTRICTIONS

ADMINISTRATIVE REQUIREMENTS

PROJECT SCHEDULE

SUBMITTAL PROCEDURES

SPECIAL PROJECT PROCEDURES

GOVERNMENTAL SAFETY REQUIREMENTS

SOURCES FOR REFERENCE PUBLICATIONS

QUALITY CONTROL

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

TEMPORARY ENVIRONMENTAL CONTROLS

PROJECT IDENTIFICATION

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

CLOSEOUT SUBMITTALS

OPERATION AND MAINTENANCE DATA

SPEC. EROSION CONTROL & LANDSCAPING ITEMS (001b)

01 57 19 SILT FENCE, MAINTAINED

01 57 19 SILT FENCE

31 00 00 SALVAGED TOPSOIL

31 00 00 GRADING TOPSOIL AREA

32 05 35 LANDSCAPE ESTABLISHMENT

32 92 19 TOPSOIL

32 92 19 TEMPORARY SEEDING

32 92 19 SEEDING

32 92 19 FERTILIZING

32 92 19 LIME

32 92 19 TURF RESTORATION - FOR UNDERDRAIN PLACEMENT

32 92 23 SODDING

SPEC. DEMOLITION & GRADING ITEMS (001c)

02 41 00 SAW CUTTING BITUMINOUS PAVEMENT -FULL DEPTH

02 41 00 SAW CUTTING CONCRETE PAVEMENT-FULL DEPTH

Section 00 41 00 Page 4

32 01 16.71 COLD MILLING ASPHALT SURFACE

SPEC. MISCELLANEOUS PAVEMENT ITEMS (001d)

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

34 73 13 AIRCRAFT TIEDOWNS

34 73 16 AIRFIELD GROUNDING

32 01 29.61 PARTIAL DEPTH PATCHING OF RIGID PAVING

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 13 14.13 CONCRETE REINFORCING MESH

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

SPEC. PAVEMENT MARKING ITEMS (001e)

32 01 11.51 PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 17 23 PAINTING, REFLECTIVE WHITE

32 17 23 PAINTING, REFLECTIVE YELLOW

32 17 23 PAINTING, NON-REFLECTIVE YELLOW

32 17 23 PAINTING, NON-REFLECTIVE BLACK

SPEC. DRAINAGE ITEMS (001f)

31 00 00 UNDERDRAIN/OUTLET PIPE TRENCH EXCAVATION

31 05 19 GEOTEXTILE (FOR DRAINAGE LAYER)

33 46 16 MANHOLE (UNDERDRAIN)

33 46 16 6" PERFORATED PVC PIPE

33 46 16 8" NON-PERFORATED PVC PIPE

33 46 16 FLUSHING RISER (UNDERDRAIN)

33 46 16 UNDERDRAIN TRENCH FILTER FABRIC

33 46 16 UNDERDRAIN TRENCH MATERIAL - TYPE II

33 46 16 UNDERDRAIN ENDWALL (8")

33 46 16 TAP INTO EXISTING INLET STRUCTURE

33 40 00 STORM DRAINAGE UTILITIES

SPEC. ELECTRICAL LIGHTING ITEMS (001g)

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 56 20 AIRFIELD AND HELIPORT LIGHTING AND NAVIGATION

AIDS

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

26 56 13.00 40 LIGHTING POLES AND STANDARDS

26 56 36.00 40 FLOOD LIGHTING

SPEC. HOT MIX ASPHALT (HMA) FOR AIRFIELDS (001h)

32 12 15.13 ASPHALT PAVING FOR AIRFIELDS

SPEC. CONCRETE PAVING FOR AIRFIELDS (001i)

32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER

HEAVY-DUTY PAVEMENTS

SPEC.

REMOVAL AND OFF-SITE DISPOSAL OF EXISTING

CONCRETE SURFACE (00j)

02 41 00

REMOVAL, OFF-SITE DISPOSAL OF EXISTING

CONCRETE SURFACE

SPEC.

REMOVAL AND OFF-SITE DISPOSAL OF EXISTING

ASPHALT SURFACE (001k)

Section 00 41 00 Page 5

02 41 00

REMOVAL, OFF-SITE DISPOSAL OF EXISTING

ASPHALT SURFACE

SPEC. GRADED CRUSHED AGGREGATE BASE COURSE (001l)

32 11 23 GRADED CRUSHED AGGREGATE BASE COURSE

SPEC. BASE COURSE DRAINAGE LAYERS (001m)

32 11 23.23 BASE COURSE DRAINAGE LAYERS

SPEC. UNCLASSIFIED EXCAVATION (001n)

31 00 00 EARTHWORK

This page intentionally left blank.

Repair & Widen Primary Taxiway - Phase 1 Type B-3 22 Dec 2020

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The scope of this project is to remove existing substandard concrete and asphaltic pavement on the primary taxiway system, install new base course, provide new Portland Cement Concrete (PCC) pavement, site improvements, and improve storm water drainage. Clean and seal all new joints on the pavements. Existing concrete joints on Taxiway F and Taxiway G will be resealed. Relocate taxiway edge lights, signage, and paint required markings for Base assigned and transient aircraft. Expand airfield pavements to meet design standards by utilizing conventional design construction methods to accomodate the mission. Pavement will be compatible with the applicable Department of Defense (DoD), Air Force, and installation design standards. In addition, local materials and construction techniques shall be used where cost effective.

1.2.2 Location

The work is located at McEntire Joint National Guard Base (ANG) in Eastover, South Carolina. See plan set for additional information.

1.3 OCCUPANCY OF PREMISES

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

1.4 EXISTING WORK

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

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

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

SECTION 01 11 00 Page 1

1.5 LOCATION OF UNDERGROUND UTILITIES

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

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.6 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located on Base.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

Personnel List; G

Vehicle List

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The airfield traffic control and safety equipement (barricades and closures) must be in place, ready for operation, and approved by Contracting Officer before work is started on the construction phases indicated within the plan set which would interfere with normal airfield operations.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

c. Runway 05/23 will remain in operation during the entire construction period. Runway 14/32 will remain open during Phase III and Phase IV construction. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

d. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. To minimize traffic congestion, delivery of materials must be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

SECTION 01 14 00 Page 1

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists. In addition, provide a Personnel List and Vehicle List prior to the start of work.

1.3.1.2 Additional Personnel Requirements

1.3.1.2.1 General Construction

General construction of the secure area must be performed by U.S. firms using U.S. citizens. General construction includes construction activities such as site work, paving, airfield lighting, striping, and grooving.

1.3.1.2.2 NCAS Identification Badges and Installation Access

Identification badges, if required, will be provided without charge to the Contractor. Application for and use of badges will be as directed.

Furnish a completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS FORM I-9) form for all personnell requesting badges. This form is available at http://www.uscis.gov/portal/site/uscis by searching or selecting Employment Verification (Form I-9). Immediately report instances of lost or stolen badges to the Contracting Officer. One day passes, issued through the Base Pass and Identification Office, will be furnished without charge.

1.3.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

Regular working hours must consist of an 11 hour period, between 7:00 a.m.

and 6:00 p.m., Monday through Saturday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

SECTION 01 14 00 Page 2

1.3.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, and airfield NAVAIDS are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

1.4 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 3

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 14 00 Page 4

Section 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 REFERENCES

See individual Sections for references.

1.2 SUBMITTALS

Government 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-03 Product Data

Weight Certificates; G

1.3 LUMP SUM PAYMENT ITEM

This contract will be awarded on a Lump Sum basis as described below and within Section 00 41 00 “Bidding Schedule”.

This item shall include the costs of all items of work indicated in par 1.4, along with any item the contractor deems required which may not be specifically mentioned or included in a particular lump sum or unit price item mentioned. The lump sum price and payment made for the item listed below shall constitute full compensation for furnishing all plants, labor, materials, and equipment; and performing any associated Contractor quality control; environmental protection; meeting safety requirements; tests and reports; all incidentals required; and for performing all work required for the Repair and Widen Primary Taxiway Pavements as shown in the plan set and according to the specifications, complete and accepted.

1.3.1 BID ITEM NO. 1 REPAIR AND WIDEN PRIMARY TAXIWAY – PHASE 1 (CLIN-

01)

1.3.1.1 Payment

Payment made will be full compensation for all costs associated with furnishing all items mentioned above in paragraph 1.3, along with all incidental items required to place each item required as shown in the plan set and according to the specifications complete and accepted.

1.3.1.2 Measurement

This item “Repair and Widen Primary Taxiway – Phase 1” will be measured for payment as a complete unit per Lump Sum in accordance with the drawings and specifications.

1.3.1.3 Unit of Measure

Section 01 22 00 Page 2

Unit of measure: Lump Sum.

1.4 INDIVIDUAL REQUIRED ITEMS

The unit price, or lump sum price, for each item listed below shall constitute the full compensation for furnishing all plants, labor, materials, equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, incidental items, and for performing all work required for each item listed below as shown in the plans and according to the specifications, complete and accepted. Each item shall include the costs of all items of work indicated in Section 00 41 00, along with any item the contractor may deem required which may not be specifically mentioned or included in a particular lump sum or unit price item mentioned.

1.4.1 ITEM 001a GENERAL ITEMS

This item shall consist of the cost for full compensation for the construction and accepted completion of all items included under this item mentioned in Section 00 41 00, along with any other item required to complete the work as shown or stated in the plan set or specifications required to complete the work according to the documents and approval of the Contracting Officer.

Unit of measure: Lump Sum

1.4.2 ITEM 001b EROSION CONTROL & LANDSCAPING ITEMS

this item mentioned in Section 00 41 00, along with any other item required to complete the work as shown or stated in the plan set or

1.4.3 ITEM 001c DEMOLITION & GRADING ITEMS

this item mentioned in Section 00 41 00, along with any other item required to complete the work as shown or stated in the plan set or

1.4.4 ITEM 001d MISCELLANEOUS PAVEMENT ITEMS

this item mentioned in Section 00 41 00, along with any other item required to complete the work as shown or stated in the plan set or

Section 01 22 00 Page 3

1.4.5 ITEM 001e PAVEMENT MARKING ITEMS

this item mentioned in Section 00 41 00, along with any other item required to complete the work as shown or stated in the plan set or

1.4.6 ITEM 001f DRAINAGE ITEMS

this item mentioned in Section 00 41 00, along with any other item required to complete the work as shown or stated in the plan set or

1.4.7 ITEM 001g ELECTRICAL LIGHTING ITEMS

this item mentioned in Section 00 41 00, along with any other item required to complete the work as shown or stated in the plan set or

1.4.8 ITEM 001h HOT MIX ASPHALT (HMA) FOR AIRFIELDS

1.4.8.1 Measurement

The unit cost shall constitute full compensation for placing the test section; along with all applicable items stated in paragraph

1.4 above to complete the work required under section 32 12 15.13 of the specification.

Before the final statement is allowed, file certified waybills and certified delivery tickets for material actually used and accepted as specified in Section 32 12 15.13. Submit certified waybills and delivery tickets for only materials used to construct the areas shown in the plan set.

The amount paid will be the number of short tons of hot-mix asphalt mixture placed and accepted per Section 32 12 15.13. Weigh hot-mix asphalt mixture after mixing, and no separate payment will be made for weight of asphalt cement material incorporated herein.

1.4.8.2 Unit of Measure

Unit of measure: Ton

Section 01 22 00 Page 4

1.4.9 ITEM 001i CONCRETE PAVEMENT FOR AIRFIELDS

1.4.9.1 Measurement

The unit cost shall constitute full compensation for placing the test section, along with all applicable items stated in paragraph

1.4 above and paragraph 1.1 of Section 32 13 14.13 to complete the work required under this section.

The quantity of concrete to be paid will be the volume of concrete in cubic yards placed and accepted per paragraph 1.1 of Section 32 13 14.13.

1.4.9.2 Unit of Measure

Unit of measure: Cubic Yard

1.4.10 ITEM 001j REMOVAL AND OFF-SITE DISPOSAL OF EXISTING CONCRETE

SURFACES

1.4.10.1 Measurement

The unit cost enclosed shall constitute full compensation for costs associated with all equipment, labor, and incidental items required to remove, transport and dispose of the material as stated.

The quantity will be the calculated cubic yards of existing asphalt surface removed, which is based on the average of asphalt thicknesses obtained from the boring information included in the plan set, minus the material used under Item 001j “Removal and Off- Site Disposal of Existing Concrete Surfaces”.

1.4.10.2 Unit of Measure

Unit of measure: Cubic Yard.

1.4.11 ITEM 001k REMOVAL AND OFF-SITE DISPOSAL OF EXISTING ASPHALT

SURFACES

1.4.11.1 Measurement

The unit cost enclosed shall constitute full compensation for costs associated with all equipment, labor, and incidental items required to remove, transport and dispose of the material as stated.

The quantity will be the calculated cubic yards of existing asphalt surface removed, which is based on the average of asphalt thicknesses obtained from the boring information included in the plan set, minus the material used under Item 001k “Removal and Off- Site Disposal of Existing Asphalt Surfaces”.

1.4.11.2 Unit of Measure

Section 01 22 00 Page 5

1.4.12 ITEM 001l GRADED CRUSHED AGGREGATE BASE COURSE

1.4.12.1 Measurement

The unit cost shall constitute full compensation for furnishing all items listed under paragraph 1.4 above for the construction and completion of the GCA.

Before the final statement is allowed, file certified waybills and certified delivery tickets for all aggregates actually used and accepted as specified in Section 32 11 23. Submit certified waybills and delivery tickets for all aggregates of materials actually used.

The tonnage of GCA material will be the number of tons of aggregate, placed and accepted per Section 32 11 23 in the completed course as determined by the Contracting Officer. Deductions will be made for any material wasted, unused, rejected, or used for convenience of the Contractor, and for water exceeding specified amount at time of weighing.

1.4.12.2 Unit of Measure

Unit of measure: Ton

1.4.13 ITEM 001m BASE COURSE DRAINAGE LAYERS

1.4.13.1 Measurement

The unit cost shall constitute full compensation for all items listed under paragraph 1.4 above for the construction and completion of the drainage layer, including the test section.

Before the final statement is allowed, file certified waybills and certified delivery tickets for all aggregates actually used and accepted as specified in Section 32 11 23.23. Submit certified waybills and delivery tickets for aggregates actually used.

The tonnage of drainage layer aggregate material will be the number of tons of aggregate placed and accepted per Section 32 11 23.23.

Deductions will be made for any material wasted, unused, rejected, or used for the convenience of the Contractor.

1.4.13.2 Unit of Measure

Unit of measure: Square Yard

1.4.14 ITEM 001n UNCLASSIFIED EXCAVATION

1.4.14.1 Measurement

Payment will constitute full compensation for all operations necessary to complete the work as specified herein and under paragraph 1.4 above.

The unit of measurement for excavation will be the accepted cubic yards removed or placed, computed by the average end area method from cross sections taken before and after the excavation

Section 01 22 00 Page 6 operations, including the excavation for ditches, gutters, and channel changes, when the material is acceptably utilized or disposed of as herein specified. The measurements will only include authorized excavation, authorized excavation of unsatisfactory subgrade soil, and the volume of loose, scattered rocks and boulders collected within the limits of the work; allowance will be made on the same basis for selected backfill ordered as replacement. The measurement will not include the volume of subgrade material or other material that is scarified or plowed and reused in-place and will not include the volume excavated without authorization or the volume of any material used for purposes other than directed. The measurement will not include the volume of any excavation performed prior to the taking of elevations and measurements of the undisturbed grade.

Volume of existing asphalt and concrete surfaces removed is not included under the Unclassified Excavation quantity shown. Volume of existing asphalt and concrete surfaces removed shall be included under the appropriate asphalt and concrete removal items.

Volume of material excavated for the placement of drainage items is not included under the Unclassified Excavation quantity shown and should be included under appropriate items.

Separate excavation, hauling, and spreading or piling of topsoil and related miscellaneous operations will be considered subsidiary obligations of the Contractor, covered under the contract unit price for unclassified excavation.

1.4.14.2 Unit of Measure

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

Prior to any photography documentation for the Project, the Contractor shall coordinate with the COR on Base specific requirements such as completing forms and obtaining approvals.

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1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

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

1.6.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

The project superintendent and designated alternate shall have full authority to act for the Prime Contractor on all contract matters relating to daily operation of this contract with no dollar amount restrictions.

The project superintendent shall be available by cellular telephone during normal duty hours.

During normal working hours, the project superintendent or designated alternate shall be available to meet on the installation with government personnel within one hour. After normal duty hours, the project superintendent shall be available to meet on the installation within two hours from the time of notification for emergency or urgent situations.

1.6.2.1 Duties

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

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

1.6.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or

SECTION 01 30 00 Page 2 part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION

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

1.8 PARTNERING

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

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

1.8.1 Informal Partnering

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

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

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or

SECTION 01 30 00 Page 3 terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

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PROJECT SCHEDULE

02/15

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 Contractor Quality Control approval. 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

SECTION 01 32 01.00 10 Page 1 required herein must be capable of meeting all requirements of this 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 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. 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.

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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 require design completion.

c. Long procurement activities

d. Submission and approval of O & M manuals.

e. Submission and approval of as-built drawings.

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

g. Other materials/systems testing.

h. Contractor's pre-final inspection.

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

j. Government's pre-final inspection.

k. Correction of punch list from Government's pre-final inspection.

l. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11. This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the QCS web site: http://rms.usace.army.mil.

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.6.1 Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

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3.3.6.2 Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.

b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record);

ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE).

3.3.6.3 Area of Work Coding (AREA)

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different items of work (removals, grading, pavement placement, drainage, markings, etc) and phases/areas of work. Activities cannot have more than one Work Area Code.

Not all activities are required to be Work Area coded. A lack of Work Area coding indicates the activity is not resource or space constrained.

3.3.6.4 Modification Number (MODF)

Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by Contracting Officer. Key all Code values to the Government's modification numbering system. An activity can have only one Modification Number Code.

3.3.6.5 Bid Item Coding (BIDI)

Assign a Bid Item Code to all activities using the Contract Line Item Schedule (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.

3.3.6.6 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities. Examples of phase of work are procurement phase and construction phase. Each activity can have only one Phase of Work code.

a. Code proposed fast track design and construction phases proposed to allow filtering and organizing the schedule by fast track design and construction packages.

b. If the contract specifies phasing with separately defined performance periods, identify a Phase Code to allow filtering and organizing the schedule accordingly.

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3.3.6.7 Category of Work Coding (CATW)

Assign a Category of Work Code to all activities. Category of Work Codes include, but are not limited to construction submittal, procurement, fabrication, weather sensitive installation, non-weather sensitive installation, start-up, and testing activities. Each activity can have no more than one Category of Work Code.

3.3.6.8 Feature of Work Coding (FOW)

Assign a Feature of Work Code to appropriate activities based on the Definable Feature of Work to which the activity belongs based on the approved QC plan.

Definable Feature of Work is defined in Section 01 45 00.00 10 QUALITY CONTROL. An activity can have only one Feature of Work Code.

3.3.7 Contract Milestones and Constraints

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end activities, or interim completion dates. The use of artificial float constraints such as "zero free float" or "zero total float" are prohibited.

Mandatory constraints that ignore or effect network logic are prohibited.

No constrained dates are allowed in the schedule other than those specified herein. Submit additional constraints to the Contracting Officer for approval on a case by case basis.

3.3.7.1 Project Start Date Milestone and Constraint

The first activity in the project schedule must be a start milestone titled "NTP Acknowledged," which must have a "Start On" constraint date equal to the date that the NTP is acknowledged.

3.3.7.2 End Project Finish Milestone and Constraint

The last activity in the schedule must be a finish milestone titled "End Project."

Constrain the project schedule to the Contract Completion Date in such a way that if the schedule calculates an early finish, then the float calculation for "End Project" milestone reflects positive float on the longest path. If the project schedule calculates a late finish, then the "End Project" milestone float calculation reflects negative float on the longest path. The Government is under no obligation to accelerate Government activities to support a Contractor's early completion.

3.3.7.3 Interim Completion Dates and Constraints

Constrain contractually specified interim completion dates to show negative float when the calculated late finish date of the last activity in that phase is later than the specified interim completion date.

3.3.7.3.1 Start Phase

Use a start…