3b Specifications 19Jul22.pdf

AIRFIELD/PAVEMENTS IDIQ

CONTRACT

SPECIFICATIONS

Date: 19 Jul 22

35th Civil Engineer Squadron

Misawa Air Base, Japan

Prepared by:

Base Civil Engineer

AIRFIELD/PAVEMENTS IDIQ CONTRACT,

MISAWA AIR BASE, JAPAN

TABLE OF CONTENTS - 1

TABLE OF CONTENTS

DIVISION/

SECTION NUMBER TITLE

VOLUME 1 OF 2 DIVISIONS 00 THRU 3

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 30 33 GENERAL CONTRACT REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 20 33 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

VOLUME 2 OF 2 DIVISIONS 26 THRU 34

DIVISION 26 – ELECTRICAL

26 00 00 00 20 BASIC ELECTRICAL MATERIALS AND METHODS

DIVISION 27 – NOT USED

DIVISION 28 – NOT USED

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEANING AND GRUBBING

31 23 00 00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11 51 RUBBER AND PAINT REMOVAL FROM AIRFIELD

PAVEMENTS

32 01 16.71 COLD MILLING ASPHALT PAVING

32 01 19 61 RESEALING OF JOINTS IN RIGID PAVEMENT

32 01 24 HOT IN-PLACE RECYCLING OF BITUMINOUS PAVEMENTS

32 01 29.61 PARTIAL DEPTH PATCHING OF RIGID PAVING

32 11 16 BASE COURSE FOR RIGID AND SUBBASES COURSES FOR FLEXIBLE PAVING

AIRFIELD/PAVEMENTS IDIQ CONTRACT,

MISAWA AIR BASE, JAPAN

TABLE OF CONTENTS - 2

TABLE OF CONTENTS (CON’T)

DIVISION/

SECTION NUMBER TITLE

32 11 23 AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 HOT-MIX ASPHALT AIRFIELD PAVING

32 13 14.13 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY PAVEMENTS

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 33 – UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 34 – TRANSPORTATION

34 43 00 00 20 AIRFIELD LIGHTING

DIVISION 35 THROUGH DIVISION 48 (NOT USED)

AIRFIELD/PAVEMENTS IDIQ CONTRACT, MISAWA AIR BASE, JAPAN

01 11 00 30 33-1 Revised 19 Jul 22 per Addendum No. 1

SECTION 01 11 00 30 33

GENERAL CONTRACT REQUIREMENTS

PART 1 - GENERAL

1.1 GENERAL DESCRIPTION: This is an Indefinite Delivery/Indefinite Quantity

(IDIQ) Contract, Airfield/Pavements IDIQ Contract, Misawa AB, Japan. The scope of the contract encompasses repair, maintenance, and/or construction of airfield pavement, roads, parking lots, runway rubber removal, airfield striping, traffic striping, and their associated incidental work, such as, but not limited to, U-ditch, drainage pipes, manhole, electric conduit, cable, grounding, runway/taxiway light, earthwork, obstruction tree removal, installation of geotextile for erosion protection in the airfield on Misawa Air Base, Japan and, including its associated sites of Draughon Range except for Falcon Road/Drive.

This is an IDIQ contract wherein work will be accomplished through issuance of the task order(s) on DD Form 1155 (DD 1155). The task order consists of work elements which are to be performed by the contractor to achieve specific construction requirements in the Scope of Work (SOW). In the task order, the contractor shall furnish all labor, equipment, materials, and services including temporary work, overhead, and management necessary to perform all operations required to complete the construction for use, in accordance with the specifications and drawings, within the terms and conditions of the contract. The contractor must thoroughly understand the requirements of each Contract Line Item Number (CLIN) and its corresponding Exhibit Line Item Numbers (ELINs) described in this specification section to satisfy themselves of the required scope of work to be completed under the respective line items.

1.1.1 Contract Line Items/Exhibit Line Items:

1.1.1.1 GENERAL: Pricing schedule of this contract is structured in the Section B with its corresponding Exhibits A thru E. CLIN 0001, 1001, 2001, 3001 and 4001 specified in the pricing schedule, Section B of solicitation/contract are for basic year, option year one (1), option year two (2), option year three (3), and option year four (4), respectively. ELINs listed in the Exhibit A, B, C, D and E correspond to CLIN 0001, 1001, 2001, 3001 and 4001, respectively. Work to be performed under this contract will be composed by an aggregate of applicable Line Items listed in the Pricing Schedule. The principal features of the work to be included under the Line Items are noted herein. Work required by the drawings, specification and not particularly mentioned shall be included in the contract prices for the Line Items to which the work applies.

LINE ITEMS: The items listed hereinafter are the respective ELINs and are also listed in the Pricing Schedule.

1.1.1.2 SURVEY

ELIN A001, B001, C001, D001 and E001, Topographic Survey and Report, 2,000

SM Area ELIN A002, B002, C002, D002 and E002, Topographic Survey from Bench

Marks and Report, 2,000 SM Area

01 11 00 30 33-2

A survey to identify/verify required items of work and quantities per the scope of work listed in the Task Order (DD 1155). The survey shall consist of physically measuring, including the locations and elevations of existing natural features, and locations, elevations, inverts, pipe sizes, etc. of man-made features, and mapping from temporary bench mark/bench mark the entire area described in the Task Order. The report shall consist of a report per area, identifying quantity, unit price, and amount for individual proposal items and total cost to complete the work including drawings for plan, longitudinal section, transverse section and detail. This proposal item shall be exercised in quantities of 2,000 SM increments, appropriate to the scope of the Subject Task Order. Surveying hours of operation from Monday thru Friday are 2200 of the day through 0700 of the following day. Surveying hours of operation on weekends will be available during all hours. The availability of surveying hours also depends on the area of the airfield in which work will be conducted.

ELIN A003, B003, C003, D003 and E003, Survey and Report Crack Sealing

A survey to identify/verify required items of work and quantities per the scope of work listed in the Task Order (DD 1155). The survey shall consist of physically measuring the linear length described in the Task Order. The report shall consist of a report per linear meter, identifying quantity, unit price, and amount for individual crack sealing proposal items, respectively, and total cost to complete the work including drawings for plan and detail. Surveying hours of operation from Monday thru Friday are prior to 0700. Surveying hours of operation on weekends will be available during all hours. The availability of surveying hours also depends on the area of the airfield in which work will be conducted.

ELIN A004, B004, C004, D004E and E004, Survey and Report, Pavement

Markings

A survey to identify/verify required items of work and quantities per the scope of work listed in the Task Order (DD 1155). The survey shall consist of physically measuring the marking areas described in the Task Order. The report shall consist of a report per square meter, identifying quantity, unit price, and amount for individual pavement markings proposal items, respectively, and total cost to complete the work including drawings for plan and detail. Surveying hours of operation from Monday thru Friday are 2200 of the day through 0700 of the following day. Surveying hours of operation on weekends will be available during all hours. The availability of surveying hours also depends on the area of the airfield in which work will be conducted.

ELIN A005, B005, C005, D005 and E005, Survey and Report for Rubber

Markings, 2,000 SM Area

A survey to identify/verify required items of work and quantities per the scope of work listed in the Task Order (DD 1155). The survey shall consist of physically measuring the linear length described in the Task Order. This proposal item shall be exercised in quantities of 2,000 SM increments, appropriate to the scope of the Subject Task Order. The report shall consist of a report per square meter, 01 11 00 30 33-3 identifying quantity, unit price, and amount for individual rubber marking removal proposal items, respectively, and total cost to complete the work including drawings for plan and detail. Surveying hours of operation from Monday thru Friday are 2200 of the day through 0700 of the following day. Surveying hours of operation on weekends will be available during all hours. The availability of surveying hours also depends on the area of the airfield in which work will be conducted.

1.1.1.3 TEST

ELIN A006, B006, C006, D006 and E006, Field CBR and Laboratory Tests of

Paved Airfield, Roads and Parking Lots

Field CBR and laboratory tests of paved airfield, roads and parking Lots shall be per each (EA.) test completed, including remove pavement, base course and sub-base course, performing CBR test, repair of pavement surface, and submitting certified results.

ELIN A007, B007, C007, D007 and E007, Plate Load Test of Unpaved, Airfield, Roads, Parking Lots and Other Surfaces

Plate load test of unpaved airfield, roads, parking lots and other surfaces shall be per each (EA.) test completed, including remove base course and sub-base course, performing plate load test, repair of airfield, roads, parking lots and other surfaces and submitting certified results.

ELIN A008, B008, C008, D008 and E008, Core Drilling and Sampling of AC or

PCC Pavement of Airfield, Roads, Parking Lots

Core drilling and sampling of AC or PCC pavement of airfield, roads, parking lots shall be per each (EA.) test completed, including coring completely through the AC or PCC pavement with a core machine, sampling of the AC or PCC core, repair of pavement surface, and submitting certified results.

ELIN A009, B009, C009, D009 and E009, Flight Line Drivers with photo pass authority Training and Foreign Object Damage (FOD) Training

Flight line drivers with photo pass authority training and foreign object damage

(FOD) training shall be driver per day (8 hours per day) (DRIVER/DAY), including flight line, FOD and any controlled/restricted area training.

01 11 00 30 33-4

1.1.1.4 TEMPORARY AND PROTECTION WORK

ELIN A010, B010, C010, D010 and E010, Temporary Installation of 22/25 mm

Thick Steel Plate

Temporary installation of 22/25 mm thick steel plate shall be square meter per month (SM/MONTH) of installation of temporary steel plate, including transportation, installation and removal of steel plate.

ELIN A011, B011, C011, D011 and E011, Temporary Installation of Low Profile

Barricades with Lights, 2,000 SM Area

Temporary installation of low profile barricades with lights, 2,000 SM area shall be 2,000 SM per lot (LOT) of installation of temporary low profile barricades with lights, including transportation, installation and removal of temporary low profile barricades with lights.

ELIN A012, B012, C012, D012 and E012, Heavy Equipment Transportation with

30 ton Trailer

Heavy equipment transportation with 30 ton trailer shall be per day (8 hours per day) (DAY.) of heavy equipment transported with trailer, including loading, transportation and unloading.

ELIN A013, B013, C013, D013 and E013, Temporary 2 Lights with Generator

Temporary 2 lights with generator shall be each per month (EA/MONTH) of temporary 2 lights with generator, including transportation, installation and removal of temporary 2 lights with generator.

ELIN A014, B014, C014 D014 and E014, Temporary 1 Balloon Light with

Generator

Temporary 1 balloon light with generator shall be each per month (EA/MONTH) of 1 balloon light with generator, including transportation, installation and removal of 1 balloon light with generator.

01 11 00 30 33-5

1.1.1.5 AIRFIELD ASPHALT CONCRETE SURFACES

ELIN A015, B015, C015, D015 and E015, 50 mm Thick AC Wearing Course, Gradation 2 for Less Than 1,000 SM Construction ELIN A016, B016, C016, D016 and E016, 50 mm Thick AC Wearing Course, Gradation 2 for More Than 1,000 SM Construction

50 mm thick AC wearing course, gradation 2 for less than 1,000 SM construction/more than 1,000 SM shall be per compacted square meter (SM.) of AC paving, including edge preparation, surface cleaning, asphalt placement, compaction and testing.

ELIN A017, B017, C017, D017 and E017, 50 mm Thick Modified AC Wearing Course, Gradation 2 for Less Than 1,000 SM Construction ELIN A018, B018, C018, D018 and E018, 50 mm Thick Modified AC Wearing Course, Gradation 2 for More Than 1,000 SM Construction

50 mm thick modified AC wearing course, gradation 2 for less than 1,000 SM construction/more than 1,000 SM shall be per compacted square meter (SM.) of paving, including edge preparation, surface cleaning, asphalt placement, compaction and testing.

ELIN A019, B019, C019, D019 and E019, 50 mm Thick AC Intermediate Course, Gradation 1 for Less Than 1,000 SM Construction ELIN A020, B020, C020, D020 and E020, 50 mm Thick AC Intermediate Course, Gradation 1 for More Than 1,000 SM Construction

50 mm thick AC surfaces intermediate course, gradation 1 for less than 1,000 SM construction/more than 1,000 SM shall be per compacted square meter (SM.) of AC paving, including edge preparation, surface cleaning, asphalt placement, compaction and testing.

ELIN A021, B021, C021, D021 and E021, Leveling AC Intermediate Course, Gradation 3 for Less Than 1,000 SM Construction

ELIN A022, B022, C022, D022 and E022, Leveling AC Intermediate Course, Gradation 3 for More Than 1,000 SM Construction

Leveling AC intermediate course, gradation 3 for less than 1,000 SM construction/more than 1,000 SM shall be per compacted metric ton (MTON.) of AC intermediate course, including edge preparation, variable thickness AC intermediate course placement, compaction and testing.

ELIN A023, B023, C023, D023 and E023, Construct Base Course, M-25 ELIN A024, B024, C024, D024 and E024, Construct Subbase Course, C-40 ELIN A025, B025, C025, D025 and E025, Construct Granular Material

01 11 00 30 33-6

Construct base course, M-25, sub-base course, C-40, or granular material, respectively, shall be per cubic meter (CM.) of compacted material in-place and ready for use, including preparatory work, spreading and compaction to required density in 150mm lifts, fine grading, final compaction, testing and clean-up.

ELIN A026, B026, C026, D026 and E026, Install Static Ground for AC Install Static Ground for AC shall be per each (EA.) of installation of static ground, including installation of static ground, testing and clean-up. REF. DWG

NO. C-8.

ELIN A027, B027, C027, D027 and E027, Grooving of AC Surface Grooving of AC Surface shall be per square meter (SM.) of grooving, including disposal of removed AC and clean-up.

ELIN A028, B028, C028, D028 and E028, Base Stabilization for Pavement, Mix

150mm Thick ELIN A029, B029, C029, D029 and E029, Base Stabilization for Pavement, Mix

200mm Thick

Base Stabilization for pavement, Mix 150mm/ 200mm Thick shall be per square meter (SM.) of compacted in-place, including preparatory work, base course mixing in-place, curing, loading and compaction and site cleaning. Base Stabilization shall be mixing Base Course in-place with cement (per 2.5% 100m2) and emulsion (per 5.0% 100m2) in accordance with Pavement Regeneration manual of Japan Road Association.

1.1.1.6 ADDITIONAL MINOR PAVEMENT WORK

ELIN A030, B030, C030, D030 and E030, Install Geotextile on existing AC or

Concrete Pavement

Install geotextile on existing AC or concrete pavement shall be per square meter (SM.) of fabric installed, including crack cleaning, apply prime coat/seal coat, fabric installation, protection from traffic, and clean-up. REF. DWG NO. B-1.

ELIN A031, B031, C031, D031 and E031, Seal Crack of existing AC Pavement

Seal crack of existing AC pavement shall be per linear meter (LM.), including preparatory work, cleaning, application of asphalt joint sealant, protection from traffic until cured, and clean-up. REF. DWG NO. C-9.

ELIN A032, B032, C032, D032 and E032, Seal Crack of existing AC or PCC

Pavement with Epoxy Sealant

Seal crack of existing AC or PCC pavement with epoxy sealant shall be per linear meter (LM.), including saw cutting and routing cracks, cleaning, preparatory work, application of approved joint sealant protection from traffic until cured, and clean-up.

01 11 00 30 33-7

ELIN A033, B033, C033, D033 and E033, Furnish & Apply Asphalt Prime Coat ELIN A034, B034, C034, D034 and E034, Furnish & Apply Modified Asphalt Tack

Coat

Furnish & apply asphalt prime coat, or modified asphalt tack coat, respectively, shall be per square meter (SM.) of new coating applied on approved base course or AC surfaces, including surface preparation, cleaning, application of new coating, protection from traffic until cured or covered by pavement, and clean-up.

ELIN A035, B035, C035, D035 and E035, Place Concrete for Less Than 1,000 SM Construction

ELIN A036, B036, C036, D036 and E036, Place Concrete for More Than 1,000 SM Construction

Placing concrete for less than 1,000 SM construction/more than 1,000 SM construction shall be per cubic meter (CM.) of miscellaneous concrete complete in-place, including surface preparation, concrete placing, vibrating, finishing, curing and protection and testing.

ELIN A037, B037, C037, D037 and E037, Install Concrete Formwork

Install concrete formwork shall be per square meter (SM.) of formwork measured by the finished dimensions of the formed structure and oiled and ready for use, including preparatory work, pre-fabrication, installation, ties, shims, stakes, braces, etc., and removal.

ELIN A038, B038, C038, D038 and E038, Install Concrete Reinforcement Bars

Install concrete reinforcement bars shall be per kilogram (KG.) of re-bar, including splices, complete and tied in place and ready for concrete placement, including preparatory work, bending, cutting, pre-fabrication, chairs, seats, installation, splicing, tie wire, snap ties and all other miscellaneous work.

01 11 00 30 33-8

1.1.1.7 AIRFIELD PCC PAVEMENT SURFACE

ELIN A039, B039, C039, D039 and E039, Place Various Thick Plain PCC Pavement for Less Than 1,000 SM Construction ELIN A040, B040, C040, D040 and E040, Place Various Thick Plain PCC Pavement for More Than 1,000 SM Construction

Place various thick plain PCC pavement for less than 1,000 SM construction/more than 1,000 SM construction shall be per cubic meter (CM.) of concrete complete in-place and ready for use including surface preparation, concrete placing, vibrating, finishing, curing and protection, and testing. REF.

DWG NO. C-1, C-2, C-3, C-4 and C-5.

ELIN A041, B041, C041, D041 and E041, Expansion Joint with Two-component

Sealant ELIN A042, B042, C042, D042 and E042, Expansion Joint with Silicon Sealant

Expansion joint with two-component/silicon sealant shall be per liner meter (LM.)

of expansion joint, including installing preformed full-depth expansion joint material, and sealant, protect sealant until cured, and clean-up. REF. DWG NO.

C-6 and C-7.

01 11 00 30 33-9

ELIN A043, B043, C043, D043 and E043, Sprit-type Doweled Construction Joint with Two-component Sealant ELIN A044, B044, C044, D044 and E044, Sprit-type Doweled Construction Joint with Silicon Sealant Sprit-type doweled construction joint with two-component/silicon sealant shall be per liner meter (LM.) of doweled joint, including furnishing and setting smooth dowels with non-shrink grout at max 375mm/min 300mm intervals, oiling exposed half of dowels before concrete pour, saw cutting the joint sealant pocket centered on the joint, and fuel resistant joint sealant, protect sealant until cured, and clean-up. REF. DWG NO. C-6 and C-7.

ELIN A045, B045, C045, D045 and E045, Single-piece Doweled Construction

Joint with Two-component Sealant ELIN A046, B046, C046, D046 and E046, Single-piece Doweled Construction

Joint with Silicon Sealant

Single-piece doweled construction joint with two-component/silicon sealant shall be per liner meter (LM.) of doweled joint, including drilling, furnishing and setting smooth dowels with non-shrink grout at max 375mm/min 300mm intervals, oiling exposed half of dowels before concrete pour, saw cutting the joint sealant pocket centered on the joint, and fuel resistant joint sealant, protect sealant until cured, and clean-up. REF. DWG NO. C-6 and C-7.

ELIN A047, B047, C047, D047 and E047, Reseal Joint and Seal Cracks of PCC with Two-component Sealant ELIN A048, B048, C048, D048 and E048, Reseal Joint and Seal Cracks of PCC with Silicon Sealant

Reseal joint and seal cracks of PCC with wo-component/silicon sealant shall be per liner meter (LM.) of construction joint, including saw cutting, routing, cleaning, and silicon sealant, protection until cured, and clean-up. REF. DWG NO. C-6 and C-7.

ELIN A049, B049, C049, D049 and E049, Apply Seal-Coat with Primer for Heat

Resistance

Apply seal-coat with primer for heat resistance shall be per square meter (SM.) of new coating with primer on concrete surfaces, including surface preparation, cleaning, application of new coating, protection from traffic until cured or covered by pavement, and clean-up. Seal-coat material shall be Thiokol (FEC 2234) with polyspec primer (100EX-TDS) or equal. The seal-coat shall be applied 70 – 90 days after placing concrete. Concrete surface is required to be removed concrete curing material by water pressure before apply seal coat.

ELIN A050, B050, C050, D050 and E050, Apply Epoxy Concrete Patch 75 mm

Thick

01 11 00 30 33-10

Apply epoxy concrete patch 75 mm thick shall be per square meter (SM.) of epoxy concrete applied, including apply of epoxy concrete work, cleaning and testing.

ELIN A051, B051, C051, D051 and E051, Install Static Ground for PCC

Install static ground for PCC shall be per each (EA.) of installation of static ground, including removal work, installation of static ground, restoration work, testing and clean-up. REF. DWG NO. C-8.

ELIN A052, B052, C052, D052 and E052, Grooving of PCC Surface Grooving of PCC Surface shall be per square meter (SM) of grooving including disposal of removed PCC and clean-up.

01 11 00 30 33-11

1.1.1.8 RECYCLED AC PAVEMENT AND SUBBASE FOR SERVICE ROADWAY

ELIN A053, B053, C053, D053 and E053, 50 mm Thick Recycled AC Surfaces for Less Than 1,000 SM Construction ELIN A054, B054, C054, D054 and E054, 50 mm Thick Recycled AC Surfaces for More Than 1,000 SM Construction

50 mm thick Recycled AC surfaces for less than 1,000 SM construction/more than 1,000 SM construction shall be per square meter (SM) of Recycled AC

Pavement for service roadway measured in-place and ready for use, including edge preparation, surface cleaning, asphalt placement, compaction and testing.

1.1.1.9 PAVEMENT MARKINGS /RUBBER REMOVAL

ELIN A055, B055, C055, D055 and E055, Removal and Disposal of Pavement

Marking by Water Pressure

Removal and disposal of paint marking by water pressure shall be per square meter (SM.) of removed paint without damage to existing AC or PCC surfaces, including preparatory work, application of water-pressure, clean-up and disposal to off base.

ELIN A056, B056, C056, D056 and E056, Pavement Marking Stripes Retro-reflective Beads, Type I ELIN A057, B057, C057, D057 and E057, Pavement Marking Stripes Retro-reflective Beads, Type III ELIN A058, B058, C058, D058 and E058, Pavement Marking Stripes Non-Retro-reflective Beads

Pavement marking stripes retro-reflective beads, type I/III, or non-retro-reflective beads shall be per square meter (SM.) of painted pavement markings, measured and approved, including preparatory work, application of glass beads type I/III for reflective markings, protection until dry, and clean-up. REF. DWG NO. D-1.

ELIN A059, B059, C059, D059 and E059, Alphanumeric and Japanese Sign Board Marking Type 1 or 2

Alphanumeric and Japanese sign board marking shall be per square meter (SM.) of location of painted alphanumeric and Japanese sign board marking, including preparatory work, protection until dry/ cured, and clean-up. REF. DWG NO. D-2, D-3 and D-4.

ELIN A060, B060, C060, D060 and E060, Various Alphanumeric and Japanese Stencil Paving Marking

Various Alphanumeric and Japanese Stencil Paving Marking shall be per square meter (SM.) of location of painted alphanumeric and Japanese stencil paving marking, including preparatory work, protection until dry/ cured, and clean-up.

ELIN A061, B061, C061, D061 and E061, Removal of Rubber Deposits by Water

01 11 00 30 33-12

Pressure

Remove of rubber deposits shall be per square meter (SM.) of removed rubber deposits without damage to concrete or AC surface, including water pressure, clean-up and disposal to off base.

1.1.1.10 SURFACE INLETS/DITCHES

ELIN A062, B062, C062, D062 and E062, Install V-Type Concrete Ditch (W700 mm x 85 mm Thick)

Install V-type pre-cast concrete ditch (W700 mm x 85 mm thick) shall be per linear meter (LM.) of ditch installed, complete and ready for use, including installation of pre-cast concrete, forming and mortar installation of V-type ditch, finishing and curing. REF. DWG NO. G-1.

ELIN A063, B063, C063, D063 and E063, Install Free Gradient Concrete "U"

Ditches and Concrete Cover (W400 mm x D1,100 mm, Load Class T-25) ELIN A064, B064, C064, D064 and E064, Install Free Gradient Concrete "U"

Ditches and Grating Cover (W400 mm x D1,100 mm, Load Class T-25)

Install free gradient concrete “U” ditches and concrete/grating cover (W400 mm x D1,100 mm, Load Class T-25) shall be per linear meter (LM.) of “U” ditch installed, complete and ready for use, including installation of “U” ditch and cover, formwork, concrete work, finishing and curing. REF. DWG NO. G-2.

ELIN A065, B065, C065, D065 and E065, Install Aircraft type Concrete Catch

Basin with Bolt Fixed Steel Frame and Grating Cover, 500mm Square x D1,000mm

Install aircraft type concrete catch basin with bolt fixed steel frame and grating Cover, 500mm Square x D1,000mm shall be per each (EA.) of concrete catch basin installed, complete and ready for use, including installation of concrete catch basin and cover, formwork, concrete work, finishing and curing. Load capacity is for P-8 aircraft. Max takeoff weight is 189, 200 lb (85,820 kg).

ELIN A066, B066, C066, D066 and E066, Install Aircraft type Concrete "U"

Ditches with Bolt Fixed Steel Frame and Grating Cover, (W500mm x D1,000mm)

Install aircraft type concrete "U" ditches with bolt fixed steel frame and grating cover, (W500mm x D1,000mm) shall be per linear meter (LM.) of “U” ditch installed, complete and ready for use, including installation of “U” ditch and cover, formwork, concrete work, finishing and curing. Load capacity is for P-8 aircraft.

Max takeoff weight is 189, 200 lb (85,820 kg).

01 11 00 30 33-13

STORM DRAIN LINES/MANHOLES

ELIN A067, B067, C067, D067 and E067, Install 300 mm Diameter Ribbed VU Pipe ELIN A068, B068, C068, D068 and E068, Install 600 mm Diameter Concrete Pipe

ELIN A069, B069, C069, D069 and E069, Install 800 mm Diameter Concrete Pipe

ELIN A070, B070, C070, D070 and E070, Install 1000 mm Diameter Concrete Pipe

Install 300 mm/600 mm/800 mm/1000 mm diameter ribbed VU/concrete pipe shall be per linear meter (LM.) of drain pipe installed, complete and ready for use, including installation of pipe, plastic marking tape, associated connections and fittings. REF. DWG NO. H-1 and H-2.

ELIN A071, B071, C071, D071 and E071, Raise/Lower existing Manhole or

Catch Basin Frame and Cover

Raise/lower existing manhole or catch basin frame and cover shall be per each (EA.) of frame and cover complete and ready for use, including removing portion of existing concrete, resetting the frame and cover to new elevation, formwork, provision of new concrete, installation of anchor with epoxy resin, finishing and curing. REF. DWG NO. H-3 and H-4.

ELIN A072, B072, C072, D072 and E072, Install new Manhole or Catch Basin with Frame and Cover, 600 mm square or round (Load Class T-25)

ELIN A073, B073, C073, D073 and E073, Install new Manhole or Catch Basin with Frame and Cover, 900 mm square or round (Load Class T-25)

Install new manhole or catch basin with frame and cover, 600/900 mm square or round (load class T-25) shall be per each (EA.) of manhole or catch basin installed, complete and ready for use, including formwork, reinforced concrete work, installation of frame/cover/grating, finishing and curing.

01 11 00 30 33-14

1.1.1.12 EROSION PREOTECTION

ELIN A074, B074, C074, D074 and E074, Install Geotextile with Seed and

Fertilizer for Erosion Protection

Install Geotextile with seed and fertilizer for erosion protection shall be per square meter (SM.) of geotextile installed, complete and ready for use, including installation and clean-up.

ELIN A075, B075, C075, D075 and E075, Install Square River Stone Wire Bag for Erosion Protection (H=50cm x W=120cm)

Install square river stone wire bag for erosion protection (H=50cm x W=120cm) shall be per liner meter (LM.) of river stone wire bag installed, complete and ready for use, including installation and clean-up. Size of river stone wire bag is

3.2 mm wire diameter, 13 cm mesh size, 50 cm height, 120 cm wide and river stone diameter 150mm - 200mm.

1.1.1.13 EARTH WORK/SODDING/HYDROSEEDING

ELIN A076, B076, C076, D076 and E076, Pavement Excavation

Pavement excavation shall be per cubic meter (CM.) of excavated materials for road, including and not limited to excavation of earth, base course and subbase course material to predetermined elevations, leveling, grading and loading.

ELIN A077, B077, C077, D077 and E077, Earth Work (Digging and Grading)

Earth work (digging and grading) shall be per cubic meter (CM.) of excavated materials for structures, including and not limited to excavation of earth, base course and subbase course material to predetermined elevations, leveling, grading and loading.

ELIN A078, B078, C078, D078 and E078, Transportation of Excavated Soil to Stock Yard

Transportation of excavated soil to stock yard shall be per cubic meter (CM.) of transportation, including and not limited to unloading.

ELIN A079, B079, C079, D079 and E079, Construct Embankment with

Excavated Soil ELIN A080, B080, C080, D080 and E080, Construct Embankment with New Soil

Construct embankment with new soil shall be per cubic meter (CM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction and clean-up.

ELIN A081, B081, C081, D081 and E081, Backfill with Excavated Soil

ELIN A080, B082, C082, D082 and E082, Backfill with New Soil

01 11 00 30 33-15

Backfill excavated soil shall be per cubic meter (CM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction and clean-up.

ELIN A083, B083, C083, D083 and E083, Place Sod (Noshiba)

Place sod (noshiba) shall be per square meter (SM.) of sod placed, including soil preparation, placing sod and all work for turf establishment period.

ELIN A084, B084 C084, D084 and E084, Hydroseeding

Hydroseeding shall be per square meter (SM.) of hydroseeding applied, including preparation of soil to receive the seed, application and all work for turf establishment period.

ELIN A085, B085, C085, D085 and E085, Place Topsoil

Place topsoil shall be per cubic meter (CM.) of new topsoil in place, including preparation of adjacent surfaces, delivery, stockpiling, grading, scarifying, spreading, and all preparatory work to receive sod or hydroseeding.

01 11 00 30 33-16

1.1.1.14 ELECTRIC WORK

ELIN A086, B086, C086, D086 and E086, Install 50 mm Diameter Polyethylene

Flexible Conduit

Install 50 mm diameter polyethylene flexible conduit shall be per linear meter

(LM.) of utility lines installed in-place under ground, including installation of conduit, warning tape, connections and fittings.

ELIN A087, B087, C087, D087 and E087, Install New Cable CV 3.5 mm2-3C

Install new cable CV 3.5 mm2-3C shall be per linear meter (LM.) of installation of cable, including installation of cable in conduit, connection of wiring, fittings and test.

ELIN A088, B088, C088, D088 and E088, Install New 6KV Cable CVT22SQ

Install new 6KV cable CVT22SQ shall be per linear meter (LM.) of installation of cable, including installation of cable in conduit, connections of wiring, fittings and test.

ELIN A089, B089, C089, D089 and E089, Raise/Lower Existing Runway/Taxiway

Light and Concrete Foundation

Raise/lower existing runway/taxiway light and concrete foundation shall be per each (EA.) of raise/lower runway/taxiway light and concrete foundation, including removal, reinstallation, restoration, and site cleaning.

ELIN A090, B090, C090, D090 and E090, Install Grounding Rod

Install grounding rod shall be per each (EA.) of installation of grounding rod, including installation, connections of wiring and test.

ELIN A091, B091, C091, D091 and E091, Install Stand Type Runway Light and Light Assembly with Concrete Foundation

ELIN A092, B092, C092, D092 and E092, Install Flash Mount Type Runway Light and Light Assembly with Concrete Foundation

Install stand type/flash mount type runway light and light assembly with concrete foundation shall be per each (EA.) of runway light, including installation of runway light, placing concrete foundation, installation of conduit, cable and site cleaning.

REF. DWG NO. E-1.

ELIN A093, B093, C093, D093 and E093, Install Stand Type Taxiway Light and Light Assembly with Concrete Foundation

Install stand type taxiway light and light assembly with concrete foundation shall be per each (EA.) of taxiway light, including installation of light, placing concrete foundation, installation of conduit, cable and site cleaning. REF. DWG NO. E-1.

01 11 00 30 33-17

1.1.1.15 MISCELLANEOUS WORK

ELIN A094, B094, C094, D0949 and E094, Install Cable Tie down Anchors for

Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels or AC Surface for

BAK-12

Install cable tie down anchors for Ultra-High-Molecular-Weight (UHMW) polyethylene panels or AC surface for BAK-12 shall be per each (EA.) of cable tie down anchor installed, including core drilling, installation of cable tie anchors, restoration work, and site cleaning. REF. DWG NO. F-1.

ELIN A095, B095, C095, D095 and E095, Install Frangible Type Airfield Sign with

Concrete Foundation

Install frangible type airfield sign with concrete foundation shall be per each (EA.)

of airfield sign, including installation of airfield sign, installation of accessory, installation of concrete foundation, reflective lettering, and site cleaning. REF.

DWG NO. F-2.

1.1.1.16 REMOVAL AND DISPOSAL WORK

ELIN A096, B096, C096, D096 and E096, Saw Cutting Existing AC Pavement 0-

100mm thick ELIN A097, B097, C097, D097 and E097, Saw Cutting Existing AC Pavement

101-200mm thick ELIN A098, B098, C083, D098 and E098, Saw Cutting Existing Concrete

Pavement 201-300mm thick ELIN A099, B099, C099, D099 and E099, Saw Cutting Existing Concrete

Pavement 301-400mm thick

Saw cutting existing AC/concrete pavement 0-100/101-200/201-300/301-400 thick shall be per liner meter (LM.) of AC/concrete saw cutting, including traffic control and site cleaning.

ELIN A100, B100, C100, D100 and E100, 100mm Diameter Core Drilling of

Existing Concrete Pavement 0-400mm thick

100mm diameter core drilling of existing concrete pavement 0-400mm thick shall be per each (EA.) of concrete core drilling, including disposal to off base, traffic

ELIN A101, B101, C101, D101 and E101, 50 mm Thick Cold Milling of Existing

AC Pavement ELIN A102, B102, C102, D102 and E102, 100 mm Thick Cold Milling and of

Existing AC Pavement

50 mm/100 mm thick cold milling of existing AC pavement shall be per square meter (SM.) of AC removed, including removal, traffic control and site cleaning.

ELIN A103, B103, C103, D103 and E103, Cold Milling of PCC Pavement

01 11 00 30 33-18

Cold milling of PCC pavement shall be per cubic meter (CM.) of PCC removed, including removal, traffic control and site cleaning.

ELIN A104, B104, C104, D104 and E104, Partial Depth Concrete Removal

100mm - 150mm Thick by Chipping or Cold Milling

Partial depth concrete removal 100mm - 150mm thick by chipping or cold milling shall be per square meter (SM.) of PPC removed, including removal, traffic

ELIN A105, B105, C105, D105 and E105, Removal of Asphalt Concrete

Pavement

Removal of asphalt concrete pavement shall be per metric ton (MTON.) of removed materials, including demolition, removal, traffic control and site cleaning.

ELIN A106, B106, C106, D106 and E106, Removal of Reinforced Concrete By

Machine

Removal of reinforced concrete by machine shall be per cubic meter (CM.) of removed materials, including removal, traffic control and site cleaning.

ELIN A107, B107, C107, D107 and E107, Removal of Reinforced Concrete By

Labor

Removal of reinforced concrete by labor shall be per cubic meter (CM.) of removed materials, including removal, traffic control and site cleaning.

ELIN A108, B108, C108, D108 and E108, Removal of Plain Concrete By

Machine

Removal of plain concrete by machine shall be per cubic meter (CM.) of removed materials, including removal, traffic control and site cleaning.

ELIN A109, B109, C109, D109 and E108, Removal of Plain Concrete By Labor

Removal of plain concrete by labor shall be per cubic meter (CM.) of removed materials, including removal, traffic control and site cleaning.

ELIN A110, B110, C110, D110 and E110, Removal of Steel Pipe (Diameter

25mm – 150mm)

Removal of steel pipe (Diameter 25mm – 150mm) shall be per metric ton (MTON) of removed materials, including removal, cutting, traffic control and site

ELIN A111, B111, C111, D111 and E111, Removal of PVC Pipe (Diameter

25mm – 200mm)

01 11 00 30 33-19

Removal of PVC pipe (Diameter 25mm – 200mm) shall be per liner meter (LM.)

of removed pipes, including removal, cutting, traffic control and site cleaning.

ELIN A112, B112, C112, D112 and E112, Disposal of Asphalt/Concrete

Pavement with Non-Recyclable Geotextile

Disposal of asphalt/concrete pavement with non-recyclable geotextile shall be per metric ton (MTON), including temporary placing non-recyclable geotextile on base, transportation and disposal to off base, traffic control and site cleaning.

ELIN A113, B113, C113, D113 and E113, Cut Flush and Remove Shrub, Bush, or Tree, less than 5 cm Caliper (Diameter) at Breast High ELIN A114, B114, C114, D114 and E1148, Cut Flush and Remove Tree, 5 cm or more, and less than 50 cm Caliper (Diameter) at Breast High

Cut flash and remove shrub, bush, or tree, less than 5 cm/ 5cm or more than 50 cm caliper (diameter) at breast high shall be per each (EA.) of tree, including cut of tree, stock of tree, removal of tree, transportation, traffic control and site

ELIN A115, B115, C115, D115 and E115, Removal of Stabilized Gravel/Soil

Removal of stabilized gravel/soil shall be per cubic meter (CM.) of removed stabilized gravel/soil, including removal, traffic control and site cleaning.

ELIN A116, B116, C116, D116 and E116, Hauling and Disposal of Extra

Soil/Gravel to Off Base

Hauling and disposal of extra soil/gravel to off base shall be per metric ton

(MTON) of material, including and not limited to loading, hauling, disposal to off base, stock yard maintenance, and haul route cleaning for any material dropped by the contractor.

ELIN A117, B117, C117, D117 and E117, Hauling and Disposal of Asphalt

Concrete to Off Base

Hauling and disposal of asphalt concrete to off base shall be per metric ton

(MTON) of material, including and not limited to loading, hauling, disposal to off

ELIN A118, B118, C118, D118 and E118, Hauling and Disposal of Cold Milling

AC to Off Base

01 11 00 30 33-20

Hauling and disposal of cold milling AC to off base shall be per metric ton (MTON) of material, including and not limited to loading, hauling, disposal to off

ELIN A119, B119, C119, D119 and E119, Hauling and Disposal of Plain

Hauling and disposal of plain concrete to off base shall be per metric ton (MTON) of material, including and not limited to loading, hauling, disposal to off base, stock yard maintenance, and haul route cleaning for any material dropped by the contractor.

ELIN A120, B120, C120, D120 and E120, Hauling and Disposal of Reinforced

Hauling and disposal of reinforced concrete to off base shall be per metric ton

(MTON) of material, including and not limited to loading, hauling, disposal to off

ELIN A121, B121, C121, D121 and E121, Hauling and Disposal of Precast

Concrete Product to Off Base

Hauling and disposal of precast concrete product to off base shall be per metric ton (MTON) of material, including and not limited to loading, hauling, disposal to off base, stock yard maintenance, and haul route cleaning for any material dropped by the contractor.

ELIN A122, B122, C122, D122 and E122, Hauling and Disposal of Trees and

Stump to Off Base

Hauling and disposal of trees and stump to off base shall be per metric ton

(MTON) of material, including and not limited to loading, hauling, disposal to off

ELIN A123, B123, C123, D123 and E123, Hauling and Disposal of Steel to Off

Base

Hauling and disposal of steel to off base shall be per metric ton (MTON) of material, including and not limited to loading, hauling, disposal to off base, stock yard maintenance, and haul route cleaning for any material dropped by the

ELIN A124, B124, C124, D124 and E124, Hauling and Disposal of Plastics to Off

Base

Hauling and disposal of plastics to off base shall be per metric ton (MTON) of material, including and not limited to loading, hauling, disposal to off base, stock

01 11 00 30 33-21 yard maintenance, and haul route cleaning for any material dropped by the

1.1.1.17 COMPENSATION

LOBOR

ELIN A125, B125, C125, D125 and E125, Labor for Operator

Labor for operator shall be per man per day (MAN/DAY) of labor. Estimation of working day is per based on 6 hours/day.

ELIN A126, B126, C126, D126 and E126, Labor for Civil Worker

Labor for civil worker shall be per man per day (MAN/DAY) of labor. Estimation of working day is per based on 6 hours/day.

ELIN A127, B127, C127, D127 and E127, Labor for Electrician

Labor for electrician shall be per man per day (MAN/DAY) of labor. Estimation of working day is per based on 6 hours/day.

ELIN A128, B128, C128, D128 and E128, Labor for Driver

Labor for driver shall be per man per day (MAN/DAY) of labor. Estimation of working day is per based on 6 hours/day.

ELIN A129, B129, C129, D129 and E129, Labor for Jobsite Foreman

Labor for jobsite foreman shall be per man per day (MAN/DAY) of labor.

Estimation of working day is per based on 6 hours/day.

MATERIAL

ELIN A130, B130, C130, D130 and E130, AC Wearing Course, Gradation 2

AC wearing course, gradation 2 shall be per man per metric ton (MTON) of material.

ELIN A131, B131, C131, D131 and E131, Modified AC Wearing Course, Gradation 2

Modified AC wearing course, gradation 2 shall be per man per metric ton

(MTON) of material.

ELIN A132, B132, C132, D132 and E132, AC Intermediate Course, Gradation 1

AC intermediate course, gradation 1 shall be per man per metric ton (MTON) of material.

ELIN A133, B133, C133, D133 and E133, Compressive Concrete

01 11 00 30 33-22

Compressive concrete shall be per man per cubic meter (CM.) of material.

ELIN A134, B134, C134, D134 and E134, Flexural Concrete

Flexural concrete shall be per man per cubic meter (CM.) of material.

EQUIPMENT

ELIN A135, B135, C135, D135 and E135, Bulldozer

Bulldozer (6 ton class) shall be per each per day (EA/DAY) of equipment.

Estimation of working day is per based on 6 hours/day. Bulldozer (6 ton class) is including from 3 ton class to 11 ton class.

ELIN A136, B136, C136, D136 and E136, Backhoe

Backhoe (0.80 CM class) shall be per each per day (EA/DAY) of equipment.

Estimation of working day is per based on 6 hours/day. Backhoe (0.80 CM class) is including from 0.28 CM class to 0.80 CM class.

ELIN A137, B137, C137, D137 and E137, Shovel Loader

Shovel loader (0.34 CM class) shall be per each per day (EA/DAY) of equipment.

Estimation of working day is per based on 6 hours/day. Shovel loader (0.34 CM class) is including from 0.34 CM class to 1.2 CM class.

ELIN A138, B138, C138, D138 and E138, Dump Truck

Dump truck (4 ton class) shall be per each per day (EA/DAY) of equipment.

Estimation of working day is per based on 6 hours/day. Dump truck (4 ton class) is including from 2 ton class to 4 ton class.

ELIN A139, B139, C139, D139 and E139, Truck Crane

Truck crane (4 ton class) shall be per each per day (EA/DAY) of equipment.

Estimation of working day is per based on 6 hours/day. Truck crane (4 ton class) is including from 2 ton class to 4 ton class.

ELIN A140, B140, C140, D140 and E140, Carrier Dump

Carrier dump (6 ton class) shall be per each per day (EA/DAY) of equipment.

Estimation of working day is per based on 6 hours/day. Carrier dump (6 ton class) is including from 2 ton class to 6 ton class.

ELIN A141, B141, C141, D141 and E141, Forklift

01 11 00 30 33-23

Forklift (1.5 ton class) shall be per each per day (EA/DAY) of equipment.

Estimation of working day is per based on 6 hours/day. Forklift (1.5 ton class) is including from 1 ton class to 2 ton class.

ELIN A142, B142, C142, D142 and E142, Breaker

Breaker (0.7 ton class) shall be per each per day (EA/DAY) of equipment.

Estimation of working day is per based on 6 hours/day. Breaker (0.7 ton class) is including from 0.2 ton class to 0.7 ton class.

ELIN A143, B143, C143, D143 and E143, Motor Grader

Motor grader (3.7 m class) shall be per each per day (EA/DAY) of equipment.

Estimation of working day is per based on 6 hours/day. Motor grader (3.7 m class) is including from 3.1 m class to 3.7 m class.

ELIN A144, B144, C144, D144 and E144, Tire Roller

Tire roller (8 - 20 ton class) shall be per each per day (EA/DAY) of equipment.

Estimation of working day is per based on 6 hours/day. Tire roller (8 - 20 ton class) is including macadam roller, tandem roller, hand guide roller and combined roller.

ELIN A145, B145, C145, D145 and E145, Asphalt Finisher

Asphalt finisher (2.3 m - 6 m class) shall be per each per day (EA/DAY) of equipment. Estimation of working day is per based on 6 hours/day. Asphalt finisher (2.3m - 6 m class) is including from 1.4 m class to 6.1 m class.

ELIN A146, B146, C146, D146 and E146, Concrete Cutter

Concrete cutter (manual type) shall be per each per day (EA/DAY) of equipment.

Estimation of working day is per based on 6 hours/day.

ELIN A147, B147, C147, D147 and E147, Hand Cutter

Hand cutter shall be per each per day (EA/DAY) of equipment. Estimation of working day is per based on 6 hours/day.

ELIN A148, B148, C148, D148 and E148, Compressor

Compressor (2.0 CM/min) shall be per each per day (EA/DAY) of equipment.

Estimation of working day is per based on 6 hours/day.

ELIN A149, B149, C149, D149 and E149, Generator

Generator (2.0 KVA) shall be per each per day (EA/DAY) of equipment.

Estimation of working day is per based on 6 hours/day.

ELIN A150, B150, C150, D150 and E150, Vibrator

01 11 00 30 33-24

Vibrator (2.0 KVA) shall be per each per day (EA/DAY) of equipment. Estimation of working day is per based on 6 hours/day.

ELIN A151, B151, C151, D151 and E151, Floodlight

Floodlight shall be per each per day (EA/DAY) of equipment. Estimation of working day is per based on 6 hours/day.

1.1.2 Sources for Reference Publications:

1.1.2.1 General

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the sponsoring organization, e.g. organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.1.2.2 Ordering Information

The addresses of the organizations whose publications are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided. Documents listed in the specifications with numbers which were not assigned by the sponsoring organization should be ordered from the source by title rather than by number.

a. ACI INTERNATIONAL (ACI)

P.O. Box 9094 Farmington Hills, MI 48333-9094 Ph: 248-848-3700 Fax: 248-848-3701 Internet: https://www.aci-int.org

b. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

100 Barr Harbor Drive West Conshohocken, PA 19428-2959 Ph: 610-832-9585 Fax: 610-832-9555 Internet: https://www.astm.org

c. CORPS OF ENGINEERS (COE)

3909 Halls Ferry Rd, Vicksburg, MS 39180-6199 Ph: 601-634-2664 Fax: 601-634-2388 Internet: http://www.usace.army.mil/ https://www.aci-int.org/

01 11 00 30 33-25

d. Unified Facilities Criteria (UFC)

HQUSACE

Attn: CEMP-ED 20 Massachusetts Avenue NW, Washington, DC 20314-1000 Ph: 757-322-4200 Fax: 757-322-4416 Internet: https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc

e. ENGINEERING MANUALS (EM)

USACE Publications Depot Attn: CEIM-SP-D 2803 52nd Avenue Hyattsville, MD 20781-1102 Ph: 301-394-0081 Fax: 301-394-0084 Internet: http://www.publications.usace.army.mil/USACE-Publications/Engineer- Manuals/

f. AIR FORCE INSTRUCTION (AFI)

HQ AFCESA/CESC

Attn: Tyndall AFB, FL 32403 Ph: 523-6343/6180 Fax:

Internet: http://www.e-publishing.af.mil/

g. JAPANESE INDUSTRIAL STANDARDS (JIS)

Japanese Standards Association Customer Service Division Standards Promotion Department2803 52nd Avenue 1-24, Akasaka 4-Chome Minato-ku, Tokyo, Japan Fax: 03-3583-0462 Internet: https://www.jisc.go.jp/eng/

1.2 SCOPE:

The work covered by these construction documents consists of furnishing all supervision, labor, equipment, materials, necessary to perform all operations required to complete and ready for use, all in accordance with this specifications and the applicable drawings for Project AIRFIELD/PAVEMENTS IDIQ CONTRACT, Misawa AB, Japan.

1.3 Principal Features: The work to be performed in connection with this project includes, but is not limited to the following:

1. Removal of existing AC pavement and/or other concrete structures.

01 11 00 30 33-26

2. Install AC course, base and sub-base course with compaction and testing.

3. Replace concrete slabs.

4. Cold-milling and installation of bituminous surface course.

5. Install drainage system.

6. Provide backfilling and sodding work in excavated area.

7. Remove and repaint of airfield markings.

8. Removal of rubber deposits of runway.

9. Traffic control, site clean-up and disposal of debris.

10. Removal of FOD Hazards.

1.4 Experience/Qualifications

Project manager shall have minimum qualification requirements of two (2) years’ experience as a project…