Atch_1_Specs.pdf

AIRFIELD/PAVEMENTS IDIQ

CONTRACT

SPECIFICATIONS

Date: 16 Jul 2014

35th Civil Engineer Squadron

Misawa Air Base, Japan

Prepared by:

Base Civil Engineer

AIRFIELD/PAVEMENTS IDIQ CONTRACT,

MISAWA AIR BASE, JAPAN

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 20 ENVIRONMENTAL PROTECTION

01 78 00 20 33 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 – CONCRETE

03 20 01.00 10 CONCRETE REINFORCEMENT

03 31 00.00 10 CAST-IN-PLACE STRUCTURAL 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 11 52 RUNWAY RUBBER REMOVAL

32 01 16.17 COLD MILLING OF BITUMINOUS PAVEMENTS

32 01 19 61 RESEALING OF JOINTS IN RIGID PAVEMENT

32 01 24 HOT IN-PLACE RECYCLING OF BITUMINOUS

PAVEMENTS

32 01 26 71 GROOVING FOR AIRFIELD PAVEMENTS

32 01 29 61 PARTIAL DEPTH PATCHING OF RIGID PAVEMENTS

32 11 16 SUBBASE COURSES

TABLE OF CONTENTS - 1

AIRFIELD/PAVEMENTS IDIQ CONTRACT,

MISAWA AIR BASE, JAPAN

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 HOT-MIX ASPHALT (HMA) FOR AIRFIELDS

32 13 13 03 AIRFIELDS AND HEAVY-DUTY CONCRETE PAVEMENT

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 24 00 10 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 33 – UTILITIES

33 05 23.19 TRENCHLESS EXCAVATION USING MICROTUNNELING

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 34 – TRANSPORTATION

34 43 00.00 20 AIRFIELD LIGHT

34 73 13 MOORING AND GROUNDING POINTS FOR AIRCRAFT

DIVISION 35 THROUGH DIVISION 48 (NOT USED)

TABLE OF CONTENTS - 2

AIRFIELD/PAVEMENTS IDIQ CONTRACT, MISAWA AIR BASE, JAPAN

01 11 00 30 33-1

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, and their associated incidental work, such as, but not limited to, traffic striping, curb/gutter, U-ditch, drainage pipes, manhole, earthwork, fences/gates, ground repair in the airfield on Misawa Air Base, Japan. 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 furnishing 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 C. CLIN 0001, 1001, and 2001 specified in the pricing schedule, Section B of solicitation/contract are for basic year, option year one (1), and option year two (2), respectively. ELIN A001, B001 and C001 listed in the Exhibit A, B and C correspond to CLIN 0001, 1001 and 2001, 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 A001AA, B001AA, and C001AA, Topographic Survey and Report, 2,000

SM Area (Daytime) ELIN A001AB, B001AB, and C001AB, Topographic Survey from Bench Marks and Report, 2,000 SM Area (Daytime) ELIN A001AC, B001AC, and C001AC, Topographic Survey with GPS and

Report, 2,000 SM Area (Daytime)

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 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. This proposal item shall be exercised in quantities of 2,000 SM increments, appropriate to the scope of the Subject Task Order.

ELIN A001AD, B001AD, and C001AD, Survey and Report, Concrete Curbs, Gutters, Sidewalks and/or Crack Sealing (Daytime)

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 curbing, gutters, sidewalks and crack sealing proposal items, respectively, and total cost to complete the work.

ELIN A001AE, B001AE, and C001AE, Survey and Report, Pavement Markings

(Daytime)

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

ELIN A001AF, B001AF, and C001AF, Survey and Report for Rubber Markings, 2,000 SM Area (Daytime)

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.

1.1.1.3 TEST

ELIN A001AG, B001AG, and C001AG. Field CBR and Lab Tests of Paved

Airfield, Roads and Parking Lots (Nighttime)

Field CBR (California Bearing Ratio) and laboratory test of paved airfield, roads, parking lots shall be per each (EA) test completed, including and not limited to saw cutting a 1 meter by 2 meter rectangle, removal of AC, performing a field CBR test and in-place density test, determining the thickness, sampling and testing in-place base/sub-base course, backfilling and compacting, reconstruction of pavement structure, performing certified laboratory tests for base course, sub

01 11 00 30 33-3 base course, and sub-grade, and submitting certified results of all tests in triplicate.

ELIN A001AH, B001AH, and C001AH. Plate Load Test of Unpaved, Airfield, Roads, Parking Lots and Other Surfaces (Nighttime)

Plate load test of unpaved airfield, roads, parking lots and other surfaces shall be per each (EA.) test completed, including and not limited to remove base course and sub-base course, performing plate load test and in-place density tests, determining the thickness, sampling and testing in-place base/Sub-base course, backfilling and compacting, performing laboratory tests for base course, sub base course, and sub-grade, and submitting certified results of all tests in triplicate.

ELIN A001AJ, B001AJ, and C001AJ. Core Drilling and Sampling of AC or PCC

Pavement of Airfield, Roads, Parking Lots (Nighttime)

Core drilling and sampling of AC or PCC pavement of airfield, roads, parking lots shall be per each (EA.) test completed, including and not limited to 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 of all sample measurements in triplicate, and one set of recovered and identified samples.

1.1.1.4 TEMPORARY AND PROTECTION WORK (24 HOURS WORK)

ELIN A001AK, B001AK, and C001AK, Temporary Installation of 25 mm Thick

Steel Plate

Temporary installation of 25 mm thick steel plate shall be square meter per day

(SM/DAY.) of installation of temporary steel plate, including and not limited to transportation, installation and removal of steel plate.

ELIN A001AL, B001AL, and C001AL, Heavy Equipments Transportation with 30 ton Trailer (Day and Night Time)

Heavy equipments transportation with 30 ton trailer shall be per day (DAY.) of heavy equipment transported with trailer, including and not limited to loading, transportation and unloading.

ELIN A001AM, B001AL, and C001AM, Temporary 2 Lights with Generator

Temporary 2 lights with generator shall be each per month (EA/MONTH) of temporary 2 lights with generator, including and not limited to transportation, installation and removal of temporary 2 lights with generator.

ELIN A001AN, B001AN, and C001AN, 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 and not limited to transportation, installation and removal of 1 balloon light with generator.

01 11 00 30 33-4

1.1.1.5 AIRFIELD ASPHALT CONCRETE SURFACES

ELIN A001AP, B001AP, and C001AP, 50 mm Thick AC Surfaces (Nighttime)

50 mm thick AC surface shall be per compacted square meter (SM.) of AC paving, including and not limited to edge preparation, surface cleaning, asphalt placement, compaction and testing.

ELIN A001AQ, B001AQ, and C001AQ, 50 mm Thick Modified AC Surfaces (Nighttime)

50 mm thick modified AC surface shall be per compacted square meter (SM.) of

ELIN A001AR, B001AR, and C001AR, 65 mm Thick AC Surfaces (Nighttime)

65 mm thick AC surface shall be per compacted square meter (SM.) of AC

ELIN A001AS, B001AS, and C001AS, Place AC Intermediate Course (Nighttime)

Place AC intermediate course shall be per compacted metric ton (MTON.) of AC intermediate course, including and not limited to preparation and compaction of base course, variable thickness AC intermediate course placement, compaction and testing.

ELIN A001AT, B001AT, and C001AT, Construct Base Course with Prime Coat

ELIN A001AU, B001AU, and C001AU, Construct Sub-base Course (Nighttime) ELIN A001AV, B001AV, and C001AV, Construct Granular Material (Nighttime)

Construct base course, Sub-base course, or granular material, respectively, shall be per cubic meter (CM.) of compacted material in-place and ready for use, including and not limited to preparatory work, spreading and compaction to required density in 150mm lifts, fine grading, final compaction, testing and clean-up.

ELIN A001AW, B001AW, and C001AW, Install Static Ground for AC (Nighttime)

Install static Ground for AC shall be per each (EA.) of installation of static ground, including and not limited to removal work, installation of static ground, wiring for static ground, restoration work, testing and clean-up.

01 11 00 30 33-5

1.1.1.6 ADDITIONAL MINOR PAVEMENT WORK

ELIN A001AX, B001AX, and C001AX, Install Geotextile on existing AC or

Concrete Pavement for Runway, Taxiway and Apron (Nighttime)

Install geotextile on existing AC or concrete pavement for runway, taxiway and apron shall be per square meter (SM.) of fabric installed, including and not limited to surface and crack cleaning, seal coat, fabric installation, protection from traffic, and clean-up. REF. DWG NO. B-1.

ELIN A001AY, B001AY, and C001AY, Install Geotextile on existing AC or

Concrete Pavement for Service Road and Vehicle Parking (Nighttime)

Install geotextile on existing AC or concrete pavement for service road and vehicle parking shall be per square meter (SM.) of fabric installed, including and not limited to surface and crack cleaning, seal coat, fabric installation, protection from traffic, and clean-up. REF. DWG NO. B-1.

ELIN A001AZ, B001AZ, and C001AZ, Seal Crack of existing AC Pavement

Seal crack of existing AC pavement shall be per linear meter (LM.), including and not limited to saw cutting and routing cracks, preparatory work, cleaning, application of asphalt joint sealant, protection from traffic until cured, and clean-

up. REF. DWG NO. C-9.

ELIN A001BA, B001BA, and C001BA, Seal Crack of existing PCC Pavement

Seal crack of existing PCC pavement shall be per linear meter (LM.), including and not limited to saw cutting and routing cracks, cleaning, preparatory work, application of approved joint sealant protection from traffic until cured, and clean-

up. REF. DWG NO. C-9.

ELIN A001BB, B001BB, and C001BB, Seal Crack of existing AC or PCC

Pavement with Epoxy Sealant (Nighttime)

Seal crack of existing AC or PCC pavement with epoxy sealant shall be per linear meter (LM.), including and not limited to 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 33-6

ELIN A001BC, B001BC, and C001BC, Place Expansion Joint Filler and Sealant

Place expansion joint filler and sealant shall be per liner meter (LM.), including and not limited to saw cutting, installation of full depth pre-molded 13mm thick joint filler, not including sealant depth, backer rod if required, bond breaker if required, application of joint sealant, protection from traffic until cured, and clean-up.

ELIN A001BD, B001BD, and C001BD, Furnish & Apply Asphalt Prime Coat

ELIN A001BE, 0002BE, and 0003BE, Furnish & Apply Asphalt Tack Coat

Furnish & apply asphalt prime coat, or tack coat, respectively, shall be per square meter (SM.) of new coating applied on approved base course or AC surfaces, including and not limited to surface preparation, cleaning, application of new coating, protection from traffic until cured or covered by pavement, and clean-up.

ELIN A001BF, B001BF, and C001BF, Place Concrete (Nighttime)

Placing concrete shall be per cubic meter (CM.) of miscellaneous concrete complete in-place, including and not limited to surface preparation, incidental formwork, concrete placing, vibrating, finishing, curing and protection, restoration work and testing. This item is to place miscellaneous concrete not included in other specific proposal items which already have requirements for concrete placement, such as saddles, thrust blocks, etc. No separate payment will be made for formwork used for this item.

ELIN A001BG, B001BG, and C001BG, Install Concrete Formwork (Nighttime)

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 and not limited to preparatory work, pre-fabrication, installation, ties, shims, stakes, braces, etc., and removal. Payment under this item is limited to only those items which do not already include formwork in the respective contract unit prices, such as exterior concrete columns, and other miscellaneous concrete items exposed in the finished work of a Task Order.

01 11 00 30 33-7

ELIN A001BH, B001BH, and C001BH, 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 and not limited to preparatory work, bending, cutting, pre-fabrication, chairs, seats, installation, splicing, tie wire, snap ties and all other miscellaneous materials and work.

1.1.1.7 AIRFIELD PCC PAVEMENT SURFACE

ELIN A001BJ, B001BJ, and C001BJ, Place Various Thick Plain PCC Pavement

Place various thick plain PCC pavement shall be per cubic meter (CM.) of concrete complete in-place and ready for use. This item includes and is not limited to surface preparation, formwork, concrete placing, vibrating, finishing, curing and protection, restoration work and testing. No separate payment will be made for formwork used for this item. REF. DWG NO. C-1, C-2, C-2, C-4, C-5, C-6 and C-7.

ELIN A001BK, B001BK, and C001BK, Expansion Joint with Fuel Resistant

Sealant(Nighttime)

Expansion joint with fuel resistant sealant shall be per liner meter (LM.) of expansion joint, including installing preformed full-depth expansion joint material, and fuel resistant joint sealant, protect sealant until cured, and clean-up. REF.

DWG NO. C-4, C-6 and C-7.

ELIN A001BL, B001BL, and C001BL, Doweled Construction Joint with Fuel

Resistant Sealant (Nighttime)

Doweled construction joint with fuel resistant sealant shall be per liner meter

(LM.) of doweled joint, including drilling, furnishing and setting smooth dowels with non-shrink grout at 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-2, C-3, C-6 and C-7.

ELIN A001BM, B001BM, and C001BM, Reseal Joint and Seal Cracks of PCC with Fuel Resistant Sealant (Nighttime)

Reseal joint and seal cracks of PCC with fuel resistant sealant shall be per liner meter (LM.) of construction joint, including and not limited to saw cutting, routing, cleaning, and fuel resistant joint sealant, protection until cured, and clean-up.

REF. DWG NO. C-6 and C-7.

01 11 00 30 33-8

ELIN A001BN, B001BN, and C001BN, Seal Cracks of PCC with Fuel Resistant Sealant (Nighttime)

Seal cracks of PCC with fuel resistant sealant shall be per liner meter (LM.) of construction joint, including and not limited to saw cutting, routing, cleaning, furnishing and fuel resistant joint sealant, protection until cured, and clean-up.

REF. DWG NO. C-9.

ELIN A001BP, B001BP, and C001BP, Apply Epoxy Concrete Patch 25 mm to 75 mm Thick (Nighttime)

Apply epoxy concrete patch 25 mm to 75 mm thick shall be per square meter (SM.) of epoxy concrete applied, including and not limited to saw cutting, removal of concrete, surface preparation, epoxy concrete work, now joint sealant, cleaning and testing.

ELIN A001BQ, B001BQ, and C001BQ, Install Static Ground for PCC (Nighttime)

Install static ground for PCC shall be per each (EA.) of installation of static ground, including and not limited to removal work, installation of static ground, wiring for static ground, restoration work, testing and clean-up. REF. DWG NO.

C-8.

ELIN A001BR, B001BR, and C001BR, Grooving of PCC Surface (Nighttime)

Grooving of PCC surface shall be per square meter (SM.) of PCC surface grooving, including and not limited to saw cutting work, and clean-up.

1.1.1.8 RECYCLED AC PAVEMENT AND SUBBASE FOR SERVICE ROADWAY

ELIN A001BS, B001BS, and C001BS, 50 mm Thick Recycled AC Surfaces

(Nighttime)

50 mm thick Recycled AC surfaces shall be per square meter (SM.) of Recycled

AC Pavement measured in-place and ready for use, including and not limited to cleaning and preparing existing surface, produce and deliver recycled mixtures, spreading, compaction and testing.

01 11 00 30 33-9

ELIN A001BT, B001BT, and C001BT, Construct Recycled Subbase Course

Construct recycled subbase course shall be per cubic meter (CM.) of compacted material in-place and ready for use, including and not limited to preparatory work, spreading and compaction to required density, fine grading, final compaction, testing and clean-up.

1.1.1.9 PAVEMENT MARKINGS /RUBBER REMOVAL

ELIN A001BU, B001BU, and C001BU, Removal of Pavement Marking

Removal of paint marking shall be per square meter (SM.) of removed paint without damage to existing AC or PCC surfaces, including and not limited to preparatory work, application of water-blasting and/ or light sand-blasting, and clean-up.

ELIN A001BV, B001BV, and C001BV, Pavement Marking Stripes Reflective

ELIN A001BW, B001BW, and C001BW, Pavement Marking Stripes Non-

Reflective (Nighttime)

Pavement marking stripes reflective, or non-reflective shall be per square meter (SM.) of painted pavement markings, measured and approved, including and not limited to preparatory work, application of glass beads for reflective markings, protection until dry, and clean-up. REF. DWG NO. D-1.

ELIN A001BX, B001BX, and C001BX, Alphanumeric and Japanese Sign Board Marking Type 1 or 2 (Nighttime)

Alphanumeric and Japanese sign board marking shall be per square meter (SM.) of location of painted alphanumeric and Japanese sign board marking, including and not limited to preparatory work, protection until dry/ cured, and clean-up. REF. DWG NO. D-2, D-3 and D-4.

ELIN A001BY, B001BY, and C001BY, Various Alphanumeric and Japanese Stencil Paving Marking (Nighttime)

Various Alphanumeric and Japanese Stencil Paving Marking shall be per square meter (SM.) of location of painted alphanumeric and Japanese stencil paving marking, including and not limited to preparatory work, protection until dry/ cured, and clean-up.

ELIN A001BZ, B001BZ, and C001BZ, Removal of Rubber Deposits by Water Pressure (Nighttime)

01 11 00 30 33-10

Remove of rubber deposits shall be per square meter (SM.) of removed rubber deposits without damage to concrete or AC surface, including and not limited to water blast, and clean-up.

1.1.1.10 SURFACE INLETS/DITCHES

ELIN A001CA, B001CA, and C001CA, Install Gutter Inlet with Aluminized Steel

Grating and Frame (Load Class T-25) (Nighttime)

Install gutter inlet with aluminized steel grating and frame (Load Class T-25) shall be per each (EA.) of gutter inlet installed and ready for use, including and not limited to excavation, preparatory work, compaction of base course, formwork, reinforced concrete work, provision of grating cover, finishing and curing. REF.

DWG NO. G-2.

ELIN A001CB, B001CB, and C001CB, Install V-Type Concrete Ditch (W700 mm x 85 mm Thick) (Nighttime)

Install V-type concrete ditch (W700 mm x 85 mm thick) shall be per linear meter

(LM.) of ditch installed, complete and ready for use, including and not limited to excavation, preparatory work, placing of base and Sub-base course, compaction of base and Sub-base course, installation of V-type ditch, formwork, reinforcement bars, concrete work, finishing and curing. REF. DWG NO. G-1.

ELIN A001CC, B001CC, and C001CC, Install Free Gradient Concrete "U"

Ditches and Cover (W400 mm x D1100 mm, Load Class T-25) (Nighttime)

Install free gradient concrete “U” ditches and cover (W400 mm x D1100 mm, Load Class T-25/T-14) shall be per linear meter (LM.) of “U” ditch installed, complete and ready for use, including and not limited to excavation, preparatory work, placing of base course, compaction of base course, installation of “U” ditch and cover, formwork, concrete work, finishing and curing. REF. DWG NO. G-4.

ELIN A001CD, B001CD, and C001CD, Install 900 mm Drainage Pipe with

Trenchless Excavation Using Microtunneling (Nighttime)

Install 900 mm drainage pipe with trenchless excavation using microtunneling shall be per linear meter (LM.) of pipe installed, complete and ready for use, including and not limited to excavation, preparatory work and related work.

ELIN A001CE, B001CE, and C001CE, Install Aircraft Type Concrete Catch Basin with Bolt Fixed Steel Frame and Grating Cover, 500mm Square x D1,000mm (Nighttime)

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 installation, including and not limited to excavation, preparation work, placing base course, compaction of base course, form work, reinforced work, installation of frame/grating cover, curing. Aircraft is C-5.

01 11 00 30 33-11

ELIN A001CF, B001CF, and C001CF, New Aircraft Type Concrete “U” Ditches with Bolt Fixed Steel Frame and Grating Cover (W500mm x D1,000mm) (Nighttime)

New Aircraft Type Concrete “U” Ditches with Bolt Fixed Steel Grating Cover (W500mm x D1,000mm) shall be per liner meter (LM.) of concrete “U” ditches installation, including and not limited to excavation, preparation work, placing base course, compaction of base course, form work, reinforced work, installation of frame/grating cover, curing. Aircraft is C-5.

ELIN A001CG, B001CG, and C001CG, Install Aircraft Load-rated Water Proof Manhole Cover (W2,074mm x L1,041mm opening) with One-hand Lift, Fail-safe Cover and Access Ladder. (Nighttime)

Install Aircraft Load-rated Water Proof Manhole Cover (W2,074mm x L1,041mm opening) with One-hand Lift, Fail-safe Cover and Access Ladder shall be per each (EA.) of Manhole Cover, including and not limited to delivery and installation of manhole cover. Concrete work, form work and reinforce bar installation work is not included. REF. DWG NO. G-3.

1.1.1.11 STORM DRAIN LINES/MANHOLES

ELIN A001CH, B001CH, and C001CH, Install 300 mm Diameter Concrete Drain Pipe (Nighttime)

Install 300 mm diameter concrete drain pipe shall be per linear meter (LM.) of drain pipe installed, complete and ready for use, including and not limited to excavation, placing of base course, compaction of base course, backfilling, preparatory work, installation, plastic marking tape, associated concrete pipe work, connections and fittings. REF. DWG NO. H-2, H-3 and H-4.

ELIN A001CJ, B001CJ, and C001CJ, Install 300 mm Square Concrete Box Culvert (Nighttime)

ELIN A001CK, B001CK, and C001CK, Install 450 mm Square Concrete Box Culvert (Nighttime)

Install 300/450 mm square concrete box culvert shall be per linear meter (LM.) of box culvert installed, complete and ready for use, including and not limited to excavation, placing of base course, compaction of base course, backfilling, preparatory work, installation, plastic marking tape, associated concrete work, connections and fittings. REF. DWG NO. H-1.

ELIN A001CL, B001CL, and C001CL, Install 150 mm Diameter Sub Drain Pipe

Install 150 mm diameter Sub drain pipe shall be per linear meter (LM.) of Sub drain pipe installed, complete and ready for use, including and not limited to excavation, placing of stone, installation geotextile sheet, backfilling, preparatory work, associated work, connections and fittings. REF. DWG NO. H-7.

01 11 00 30 33-12

ELIN A001CM, B001CM, and C001CM, Raise/Lower existing Manhole or Catch Basin Frame and Cover (Nighttime)

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 and not limited to 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-5 and H-6.

ELIN A001CN, B001CN, and C001CN, Install new Manhole or Catch Basin with Frame and Cover, 600 mm square or round (Load Class T-25) (Nighttime)

ELIN A001CP, B001CP, and C001CP, Install new Manhole or Catch Basin with Frame and Cover, 900 mm square or round (Load Class T-25) (Nighttime)

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 and not limited to excavation, preparatory work, placing base course, compaction of base course, backfilling, formwork, reinforced concrete work, installation of frame/cover/grating, finishing and curing.

1.1.1.12 EROSION PREOTECTION

ELIN A001CQ, B001CQ, and C001CQ, Install Geotextiles for Erosion Protection, 2.0x2.0m, 50mm Thick (Green-Techno-Frame-Method) (Nighttime)

Install geotextiles for erosion protection, 2.0x2.0m/50mm Thick (Green-Techno-

Frame-Method) shall be per square meter (SM.) of geotextile installed, complete and ready for use, including and not limited to excavation, preparatory work, GT form installation, GT anchor installation and hydroseeding. REF. DWG NO. J-1.

ELIN A001CR, B001CR, and C001CR, Install Arboreous plant Seeding Used the

Mulch Made, 50mm Thick (Nighttime)

Install arboreous plant seeding used the mulch made, 50mm thick shall be per square meter (SM.) of arboreous plant seeding installed, complete and ready for use, including and not limited to excavation, preparatory work, and hydroseeding.

ELIN A001CS, B001CS, and C001CS, Install River Stone Wire Bag for Erosion

Protection (Nighttime)

Install river stone wire bag for erosion protection shall be per cubic meter (CM.)

of river stone wire bag installed, complete and ready for use, including and not limited to preparation and clean-up.

ELIN A001CT, B001CT, and C001CT, Install Geotex-sheets for Erosion Protection (Nighttime)

01 11 00 30 33-13

Install geotex-sheet for erosion protection shall be per square meter (SM.) of geotex-sheet installed, complete and ready for use, including and not limited to preparation and clean-up.

1.1.1.13 EMBANKMENT/SODDING/HYDROSEEDING

ELIN A001CU, B001CU, and C001CU, Construct Embankment (Nighttime)

Construct embankment shall be per cubic meter (CM.) of compacted soil embankment in-place, including and not limited to preparation and compaction of adjacent surfaces, stockpiling, testing and clean-up.

ELIN A001CV, B001CV, and C001CV, Place Sod (Nighttime)

Place sod shall be per square meter (SM.) of sod placed, including and not limited to soil preparation, placing sod and all work for turf establishment period.

ELIN A001CW, B001CW and C001CW, Hydroseeding (Nighttime)

Hydroseeding shall be per square meter (SM.) of hydroseeding applied, including and not limited to preparation of soil to receive the seed, application and all work for turf establishment period.

ELIN A001CX, B001CX and C001CX, Place Topsoil (Nighttime)

Place topsoil shall be per cubic meter (CM.) of new topsoil in place, including and not limited to preparation of adjacent surfaces, delivery, stockpiling, grading, scarifying, spreading, and all preparatory work to receive sod or hydroseed.

1.1.1.14 ELECTRIC WORK

ELIN A001CY, B001CY, and C001CY, Install 30 mm Diameter Polyethylene

Flexible Conduit (Nighttime) ELIN A001CZ, B001CZ, and C001CZ, Install 50 mm Diameter Polyethylene

Flexible Conduit (Nighttime) ELIN A001DA, B001DA, and C001DA, Install 80 mm Diameter Polyethylene

Flexible Conduit (Nighttime) ELIN A001DB, B001DB, and C001DB, Install 150 mm Diameter Polyethylene Flexible Conduit (Nighttime)

Install 30/50/80/150 mm diameter polyethylene flexible conduit shall be per linear meter (LM.) of utility lines installed in-place under ground, including and not limited to excavation, compaction, installation of conduit, installation of warning tape, connections and fittings.

ELIN A001DC, B001DC, and C001DC, Relocate Cubicle Transformer Station w/Foundation (Nighttime)

Relocate cubicle transformer station w/Foundation shall be per each (EA.) of cubicle transformer station, including and not limited to excavation, 01 11 00 30 33-14 transportation, placing and compaction of base course, installation of concrete foundation, installation, wiring and site cleaning. REF. DWG NO. E-4 and E-5.

ELIN A001DD, B001DD, and C001DD, Install Pre-Cast Manhole H2 m x W2 m x

D2 m w/accessory, Grounding, Support Arms and Pin Insulator (Load Class T-

25) (Nighttime)

Install pre-cast manhole H2 m x W2 m x D2 m w/accessory, grounding, support arms and pin insulator (load class T-25) shall be per each (EA.) of pre-cast manhole, including and not limited to excavation, transportation, placing and compaction of base course, installation of pre-cast manhole, installation of accessory, grounding, support arms and pin insulator, installation of manhole cover and frame, and site cleaning. REF. DWG NO. E-1, E-2 and E-3.

ELIN A001DE, B001DE, and C001DE, Install New Cable CV 3.5 mm2-3C

ELIN A001DF, B001DF, and C001DF, Install New Cable CV 5.5 mm2-3C

(Nighttime)

Install new cable CV 3.5/5.5 mm2-3C shall be per linear meter (LM.) of installation of cable, including and not limited to excavation, installation of cable in conduit, installation of warning tape, connection of wiring, fittings and test.

ELIN A001DG, B001DG, and C001DG, Install New 6KV Cable CVT22SQ

Install new 6KV cable CVT22SQ shall be per linear meter (LM.) of installation of cable, including and not limited to excavation, installation of cable in conduit, installation of warning tape, connections of wiring, fittings and test.

ELIN A001DH, B001DH, and C001DH, Raise/Lower Existing Runway/Taxiway

Light and Concrete Foundation (Nighttime)

Raise/lower existing runway/taxiway light and concrete foundation shall be per each (EA.) of raise/lower runway/taxiway light and concrete foundation, including and not limited to excavation, reinstallation work, restoration work, and site cleaning.

ELIN A001DJ, B001DJ, and C001DJ, Install Stand Type Runway Light and Light Assembly with Concrete Foundation (Nighttime)

Install stand type runway light and light assembly with concrete foundation shall be per each (EA.) of runway light and concrete foundation, including and not limited to excavation, removal of asphalt and base course, installation work, concrete form work, concrete work, base course work, and site cleaning.

ELIN A001DK, B001DK, and C001DK, Install Flash Mount Type Runway Light and Light Assembly with Concrete Foundation (Nighttime)

Install flash mount type runway light and light assembly with concrete foundation shall be per each (EA.) of runway light and concrete foundation, including and

01 11 00 30 33-15 not limited to excavation, removal of asphalt and base course, installation work, ELIN A001DL, B001DL, and C001DL, Install Stand Type Taxiway Light and Light Assembly with Concrete Foundation (Nighttime)

Install stand type taxiway light and light assembly with concrete foundation shall be per each (EA.) of taxiway light and concrete foundation, including and not limited to excavation, removal of asphalt and base course, installation work, ELIN A001DM, B001DM, and C001DM, Install Flash Mount Type Taxiway Light and Light Assembly with Concrete Foundation (Nighttime)

Install flash mount type taxiway light and light assembly with concrete foundation shall be per each (EA.) of taxiway light and concrete foundation, including and not limited to excavation, removal of asphalt and base course, installation work, ELIN A001DN, B001DN, and C001DN, Install Grounding Rod (Nighttime)

Install Grounding Rod shall be per each (EA.) of installation of grounding rod, including and not limited to excavation, connections of wiring and test.

ELIN A001DP, B001DP, and C001DP, Relocate Airfield Eliminated Sign with Concrete Foundation (Nighttime)

Relocate airfield eliminated sign with concrete foundation shall be per each (EA.)

of airfield eliminated sign relocation, including and not limited to excavation, transportation, placing and compaction of base course, installation of airfield eliminated sign, installation of conduit, cable, grounding, backfilling, sodding and site cleaning.

1.1.1.15 MISCELLANEOUS WORK

ELIN A001DQ, B001DQ, and C001DQ, Install Ultra-High-Molecular-Weight

(UHMW) Polyethylene Panels (Light-gray or Black Color) with Anchor Studs for BAK-12 (Nighttime)

Install ultra-high-molecular-weight (UHMW) polyethylene panels (light-gray or black color) with anchor studs for BAK-12 shall be per square meter (SM.) of UHMW panels installed, including and not limited to saw cutting, removal work, installation of UHMW panels, installation of anchor studs, seal work, and site cleaning. REF. DWG NO. F-1, F-2 and F-3.

ELIN A001DR, B001DR, and C001DR, 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

01 11 00 30 33-16 down anchor installed, including and not limited to core drilling work, installation of cable tie anchors, restore work, and site cleaning. REF. DWG NO. F-3.

ELIN A001DS, B001DS, and C001DS, Install Aircraft Tie-down of Concrete Slab

Install Aircraft Tie-down of Concrete Slab shall be per each (EA.) of tie-down installed, including and not limited to installation of tie-down, and site cleaning.

Removal work, reinforce bar installation and concrete work are not included here.

REF. DWG NO. F-4.

ELIN A001DT, B001DT, and C001DT, Install Aircraft Trim Pad and Thrust Anchor (Nighttime)

Install aircraft trim pad and thrust anchor shall be per each (EA.) of aircraft trim pad and thrust anchor installed, including and not limited to installation of aircraft trim pad and thrust anchor, and site cleaning. Removal work, reinforce bar installation and concrete work are not included here. REF. DWG NO. F-5, F-6, F-7 and F-8.

ELIN A001DU, B001DU, and C001DU, Install Frangible Type Airfield Sign with Concrete Foundation (Nighttime)

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

of airfield sign, including and not limited to excavation, transportation, placing and compaction of base course, installation of airfield sign, installation of accessory, installation of concrete foundation, reflective lettering, and site cleaning. REF.

DWG NO. F-10.

ELIN A001DV, B001DV, and C001DV, Install Bird Spike with Glue or Screw

Install bird spike with glue or screw shall be per liner meter (LM.) of bird spike installation, including and not limited to cleaning of surface, apply of glue or screwing and site cleaning. REF. DWG NO. F-11.

ELIN A001DW, B001DW, and C001DW, Replace Bird Spike with Glue or Screw

Replace bird spike with glue or screw shall be per liner meter (LM.) of bird spike installation, including and not limited to removal of existing bird spike, cleaning of surface, apply of glue or screwing and site cleaning.

1.1.1.16 REMOVAL AND DISPOSAL WORK

ELIN A001DX, B001DX, and C001DX, Saw Cutting Existing AC Pavement 0- 100mm thick (Nighttime)

ELIN A001DY, B001DY, and C001DY, Saw Cutting Existing AC Pavement 101- 200mm thick (Nighttime)

ELIN A001DZ, B001DZ, and C001DZ, Saw Cutting Existing Concrete Pavement 0-100mm thick (Nighttime)

01 11 00 30 33-17

ELIN A001EA, B001EA, and C001EA, Saw Cutting Existing Concrete Pavement 101-200mm thick (Nighttime)

ELIN A001EB, B001EB, and C001EB, Saw Cutting Existing Concrete Pavement 201-300mm thick (Nighttime)

ELIN A001EC, B001EC, and C001EC, Saw Cutting Existing Concrete Pavement 301-400mm thick (Nighttime)

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 and not limited to traffic control and site cleaning.

ELIN A001ED, B001ED, and C001ED, 100mm Diameter Core Drilling of Existing

Concrete Pavement 0-400mm thick (Nighttime) ELIN A001EE, B001EE, and C001EE, 300mm Diameter Core Drilling of Existing

Concrete Pavement 0-400mm thick (Nighttime)

100/300mm diameter core drilling of existing concrete pavement 0-400mm thick shall be per each (EA.) of concrete core drilling, including and not limited to traffic control and site cleaning.

ELIN A001EF, B001EF, and C001EF, 50 mm Thick Cold Planing and Disposal of

Existing AC Pavement (Nighttime) ELIN A001EG, B001EG, and C001EG, 100 mm Thick Cold Planing and Disposal of Existing AC Pavement (Nighttime) ELIN A001EH, B001EH, and C001EH, 115 mm Thick Cold Planing of Existing

AC Pavement (Nighttime)

50 mm/100 mm/115 mm thick cold planing and disposal of existing AC pavement shall be per square meter (SM.) of AC removed and disposed, including and not limited to removal and disposal of AC, traffic control and site cleaning.

ELIN A001EJ, B001EJ, and C001EJ, Cold Planing and Disposal of PCC Pavement (Nighttime)

Cold planing and disposal of PCC pavement shall be per cubic meter (CM.) of PPC removed and disposed, including and not limited to removal and disposal of PCC, traffic control and site cleaning.

ELIN A001EK, B001EK, and C001EK, Removal and Disposal of Asphalt

Concrete Pavement (Nighttime)

Removal and disposal of asphalt concrete pavement shall be per metric ton (MTON.) of removed and disposed materials, including and not limited to demolition, removal and disposal, traffic control and site cleaning.

ELIN A001EL, B001EL, and C001EL, Removal and Disposal of Sub-base/Base

Course (Nighttime) ELIN A001EM, B001EM, and C001EM, Removal and Disposal of Telford

01 11 00 30 33-18

Removal and disposal of Sub-base/base course/telford shall be paid per cubic meter (CM.) of removed and disposed materials, including and not limited to demolition, removal and disposal, traffic control and site cleaning.

ELIN A001EN, B001EN, and C001EN, Unclassified Excavation and Disposal

Unclassified excavation and disposal shall be per cubic meter (CM.) of excavated materials, including and not limited to excavation of earth to predetermined elevations, grading, compaction, removal and disposal work.

ELIN A001EP, B001EP, and C001EP, Removal and Disposal of Reinforced

Concrete (Nighttime)

Removal and disposal of reinforced concrete shall be per cubic meter (CM.) of concrete removed and disposed, including and not limited to demolition, saw cutting, removal and disposal of reinforced concrete, and site cleaning.

ELIN A001EQ, B001EQ, and C001EQ, Removal and Disposal of Plain Concrete

Removal and disposal of plain concrete shall be per cubic meter (CM.) of concrete removed and disposed, including and not limited to demolition, removal and disposal of plain concrete, and site cleaning.

ELIN A001ER, B001ER and C001ER, Removal and Disposal of Shrub, Bush, or a Tree, less than 2”/5cm Caliper (Diameter) at Breast High (DBH) and Stump

Removal and disposal of shrub, bush, or a tree, less than 2”/5cm caliper (diameter) at breast high (DBH) and stump shall be per each (EA.) of tree in place, including and not limited to excavation, cut of tree, stock of tree, removal of root and tree, transportation, disposal and grading.

ELIN A001ES, B001ES and C001ES, Removal and Disposal of Tree and Stump

Removal and disposal of tree and stump shall be per meteoric ton (MTON.) of tree in place, including and not limited to excavation, cut of tree, stock of tree, removal of root and tree, transportation, disposal and grading.

ELIN A001ET, B001ET and C001ET, Cut Flush and Remove Tree, less than

2”/5cm Caliper (Diameter) at Breast High (DBH) (Nighttime)

Cut Flush and remove tree, less than 2”/5cm caliper (diameter) at breast high (DBH) shall be per each (EA.) of tree in place, including and not limited to excavation, cut of tree, stock of tree, removal of tree, transportation, disposal and grading.

ELIN A001EU, B001EU and C001EU, Cut Flush and Remove Tree (Nighttime)

01 11 00 30 33-19

Cut Flush and remove tree shall be meteoric ton (MTON) of tree in place, including and not limited to excavation, cut of tree, stock of tree, removal of tree, transportation, disposal and grading.

ELIN A001EV, B001EV, and C001EV, Removal and Disposal of Steel and

Plastic (Nighttime)

Removal and disposal of steel and plastic shall be per metric ton (MTON.) of steel structure removed and disposed, including and not limited to demolition, saw cutting, removal, disposal of steel and plastic and site cleaning.

ELIN A001EW, B001EW, and C001EW, Removal and Disposal of Taxiway or

Runway Lights with Concrete Foundation (Nighttime) ELIN A001EX, B001EX, and C001EX, Removal and Disposal of Airfield Sign with

Concrete Foundation (Nighttime) ELIN A001EY, B001EY, and C001EY, Removal and Disposal of Airfield

Elimination Sign with Concrete Foundation (Nighttime)

Removal and disposal of taxiway or runway lights/airfield sign/airfield elimination sign with Concrete Foundation shall be per each (EA.) of taxiway or runway lights/airfield sign/airfield elimination sign, including and not limited to demolition, saw cutting, removal, disposal work, and site cleaning.

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: http://www.aci-int.org

b. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) http://www.aci-int.org/

01 11 00 30 33-20

100 Barr Harbor Drive West Conshohocken, PA 19428-2959 Ph: 610-832-9585 Fax: 610-832-9555 Internet: 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: www.hnd.usace.army.mil/techinfo

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: www.hnd.usace.army.mil/techinfo/engpubs.htm

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: www.usace.army.mil

f. AIR FORCE INSTRUCTION (AFI)

HQ AFCESA/CESC

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

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

01 11 00 30 33-21

Internet: www.jsa.or.jp

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.

1.2.1 Location: Entire Airfield Misawa AB, Japan, except for Falcon Road/Drive , and its remote areas Draughon Range, Amagamori at a distance of approx. 20km of Misawa AB.

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.

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. Replace concrete curbs/gutters, sidewalk, and other utilities.

6. Provide backfilling and sodding work in excavated area.

7. Remove and repaint of road 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 Limitation In The Exterior Work During Winter Period

The period from 15 Dec through 15 Mar in the following year is defined as the winter period. Exterior work such as excavation, backfill, concrete placement, paint..etc., shall not be performed during the winter period unless otherwise approved by the Contracting Officer. The contractor may request such exterior work during the winter period only when the exterior work will be performed in compliance with applicable sections of the specifications and drawings under strict temperature control with curing and/or heating appliance as necessary.

The contractor shall submit the exterior work request together with work and temperature control plans to the Contracting Officer for his/her approval. The exterior work does not include on-site preparation or survey work.

1.5 Availability of work Site and Working Hours:

01 11 00 30 33-22

Contractor shall provide a notice to the Contracting Officer (CO) and coordinate the Chief of Airfield Operation at least fourteen (14) calendar days prior to commencement of the on-site work unless otherwise specified by task order.

The work will generally be made available to the contractor as follows:

- Seven days a week, Monday through Sunday, including U.S. legal holidays.

- Working Hours: 0600 of the day through 2200 of the same day (Daytime) and/or 2200 of the day through 0600 of the following day (Nighttime).

- Firm days and hours of work will be established by the CO on each Task Order

(TO).

Availability of working hours depends on the area of the Airfield, type and quantity of construction work involved in individual task order, seasonal situation, as well as the government convenience. Considering such factors together with a performance period of individual task order, working hours will be determined by government and specified in individual task order.

1.6 Request for Contractor's Employee Passes and Vehicle Passes:

a. Prior to the start of on-site work, the Contractor shall Submit applications for base passes (listed below) to the contracting officer, for all employees, including Subcontractor employees, and vehicles requiring access to Misawa Air Base in order to perform this contract.

(1) 5AF Form 99, Application for Base Pass, for employees.

(2) 35 FW Form 54, Application for Vehicle Registration, for vehicles.

b. Upon completion of this contract, the Contractor shall return all employees and vehicles passes to the Visitor Control Section (35 SFS/SFOP), Bldg. 301, and obtain a certification of Receipt.