Atch2_Specifications.pdf

AIRFIELD/PAVEMENTS IDIQ

CONTRACT

SPECIFICATIONS

Date: 24 Apr 17

35th Civil Engineer Squadron

Misawa Air Base, Japan

Prepared by:

Base Civil Engineer

Attachment 2 to RFP No. FA520517R0006

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 20 00.00 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 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 29 61 PARTIAL DEPTH PATCHING OF RIGID PAVEMENTS

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 13 03 AIRFIELDS AND HEAVY-DUTY CONCRETE PAVEMENT

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 LIGHT

DIVISION 35 THROUGH DIVISION 48 (NOT USED)

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, runway rubber removal, airfield striping, traffic striping, U-ditch, drainage pipes, manhole, electric conduit, cable, grounding, airfield eliminated sign, runway/taxiway light, earthwork, obstruction tree removal, installation of geotextile for erosion protection 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 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 (Daytime) ELIN A002, B002, C002, D002 and E002, Topographic Survey from Bench

Marks and Report, 2,000 SM Area (Daytime)

01 11 00 30 33‐2

ELIN A003, B003, C003, D003 and E003, Topographic Survey with GPS and Report, 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, 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/GPS (Global Position System) 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. 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, D004 and E004, Survey and Report 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 crack sealing proposal items, respectively, and total cost to complete the work. 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 A005, B005, C005, D005E and E005, 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. 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 A006, B006, C006, D006 and E006, 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. Surveying hours of operation from Monday thru Friday

01 11 00 30 33‐3 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.

1.1.1.3 TEST

ELIN A007, B007, C007, D007 and E007, 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 A008, B008, C008, D008 and E008, 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 A009, B009, C009, D009 and E009, Temporary Installation of 25 mm Thick

Steel Plate

Temporary installation of 25 mm thick steel plate shall be square meter per month (SM/MONTH) of installation of temporary steel plate, including and not limited to transportation, installation and removal of steel plate.

ELIN A010, B010, C010, D010 and E010, Heavy Equipment Transportation with 30 ton Trailer

Heavy equipment 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.

01 11 00 30 33‐4

ELIN A011, B011, C011, D011 and E011, 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 A012, B012, C012, D012 and E012, 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.

1.1.1.5 AIRFIELD ASPHALT CONCRETE SURFACES

ELIN A013, B013, C013, D013 and E013, 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 A014, B014, C014, D014 and E014, 50 mm Thick Modified AC Surfaces (Nighttime)

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

ELIN A015, B015, C015, D015 and E015, 65 mm Thick AC Surfaces (Nighttime)

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

ELIN A016, B016, C016, D016 and E016, Place AC Intermediate Course

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 A017, B017, C017, D017 and E017, Construct Base Course (Nighttime) ELIN A018, B018, C018, D018 and E018, Construct Sub-base Course

(Nighttime) ELIN A019, B019, C019, D019 and E019, Construct Granular Material

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

01 11 00 30 33‐5 required density in 150mm lifts, fine grading, final compaction, testing and clean-up.

ELIN A020, B020, C020, D020 and E020, Install Static Ground for AC

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, restoration work, testing and clean-up. REF. DWG NO. C-8.

1.1.1.6 ADDITIONAL MINOR PAVEMENT WORK

ELIN A021, B021, C021, D021 and E021, Install Geotextile on existing AC or

Concrete Pavement (Nighttime)

Install geotextile on existing AC or concrete pavement 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 A022, B022, C022, D022 and E022, 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 A023, B023, C023, D023 and E023, 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.

ELIN A024, B024, C024, D024 and E024, Seal Joint of PCC with Silicon Sealant

Seal joint of PCC with silicon sealant shall be per liner meter (LM.), including and not limited to saw cutting, cleaning, preparatory work, application of approved joint sealant protection from traffic until cured, and clean-up. REF. DWG NO. C- 6 and C-7.

ELIN A025, B025, C025, D025 and E025, Furnish & Apply Asphalt Prime Coat

ELIN A026, B026, C026, D026 and E026, Furnish & Apply Modified Asphalt Tack

Coat (Nighttime)

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

01 11 00 30 33‐6 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 A027, B027, C027, D027 and E027, Place Concrete (Nighttime)

Placing concrete shall be per cubic meter (CM.) of miscellaneous concrete complete in-place, including and not limited to surface preparation, including concrete placing, vibrating, finishing, curing and protection, restoration work and testing.

ELIN A028, B028, C028, D028 and E028, 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.

ELIN A029, B029, C029, D029 and E029, 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 A030, B030, C030, D030 and E030, Place Various Thick Plain PCC Pavement (Nighttime)

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-3, C-4, C-5, C-6 and C-7.

ELIN A031, B031, C031, D031 and E031, Expansion Joint with Silicon Sealant

Expansion joint with silicon sealant shall be per liner meter (LM.) of expansion joint, including installing preformed full-depth expansion joint material, and silicon sealant, protect sealant until cured, and clean-up. REF. DWG NO. C-4, C-6 and C-7.

01 11 00 30 33‐7

ELIN A032, B032, C032, D032 and E032, Sprit-type Doweled Construction Joint with Silicon Sealant (Nighttime)

Sprit-type doweled construction joint with 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-2, C-3, C-6 and C-7.

ELIN A033, B033, C033, D033 and E033, Single-piece Doweled Construction

Joint with Silicon Sealant (Nighttime)

Single-piece doweled construction joint with 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-2, C-3, C-6 and C-7.

ELIN A034, B034, C034, D034 and E034, Reseal Joint and Seal Cracks of PCC with Tow-component Sealant (Nighttime)

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

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

ELIN A035, B035, C035, D035 and E035, Reseal Joint and Seal Cracks of PCC with Silicon Sealant (Nighttime)

Reseal joint and seal cracks of PCC with silicon sealant shall be per liner meter (LM.) of construction joint, including and not limited to saw cutting, routing, cleaning, and silicon sealant, protection until cured, and clean-up. REF. DWG NO. C-6 and C-7.

ELIN A036, B036, C036, D036 and E036, Apply Epoxy Concrete Patch 75 mm

Thick (Nighttime)

Apply epoxy concrete patch 75 mm thick shall be per square meter (SM.) of epoxy concrete applied, including and not limited to apply of epoxy concrete work, cleaning and testing.

01 11 00 30 33‐8

ELIN A037, B037, C037, D037 and E037, Install Static Ground for PCC

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, restoration work, testing and clean-up. REF. DWG NO. C-8.

1.1.1.8 RECYCLED AC PAVEMENT AND SUBBASE FOR SERVICE ROADWAY

ELIN A038, B038, C038, D038 and E038, 50 mm Thick Recycled AC Surfaces

(Nighttime)

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

AC Pavement for service roadway 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.

ELIN A039, B039, C039, D039 and E039, Construct Recycled Subbase Course

Construct recycled subbase course shall be per cubic meter (CM) of compacted material for service roadway 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 A040, B040, C040, D040 and E040, 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 A041, B041, C041, D041 and E041, Pavement Marking Stripes Retro-reflective Beads, Type I (Nighttime) ELIN A042, B042, C042, D042 and E042, Pavement Marking Stripes Retro-reflective Beads, Type III (Nighttime) ELIN A043, B043, C043, D043 and E043, Pavement Marking Stripes Non-Retro-reflective Beads (Nighttime)

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 and not limited to preparatory work, application of glass beads type I/III for reflective markings, protection until dry, and clean-up. REF.

DWG NO. D-1.

ELIN A044, B044, C044, D044 and E044, Alphanumeric and Japanese Sign Board Marking Type 1 or 2 (Nighttime)

01 11 00 30 33‐9

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 A045, B045, C045, D045 and E045, 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 A046, B046, C046, D046 and E046, Removal of Rubber Deposits by Water Pressure (Nighttime)

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 A047, B047, C047, D047 and E047, 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 A048, B048, C048, D048 and E048, Install Free Gradient Concrete "U"

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

ELIN A049, B049, C049, D049 and E049, Install Free Gradient Concrete "U" Ditches and Grating Cover (W400 mm x D1100 mm, Load Class T-25)

Install free gradient concrete “U” ditches and concrete/grating 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-2.

1.1.1.11 STORM DRAIN LINES/MANHOLES

01 11 00 30 33‐10

ELIN A050, B050, C050, D050 and E050, Install 300 mm Diameter Ribbed VU Pipe (Nighttime)

Install 300 mm diameter ribbed VU 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 connections and fittings. REF. DWG NO. H-1 and H-2.

ELIN A051, B051, C051, D051 and E051, Install 600 mm Diameter Concrete

Pipe (Nighttime)

Install 600 mm diameter concrete pipe shall be per linear meter (LM.) of 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 connections and fittings. REF.

DWG NO. H-1 and H-2.

ELIN A052, B052, C052, D052 and E052, 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-3 and H-4.

ELIN A053, B053, C053, D053 and E053, Install new Manhole or Catch Basin with Frame and Cover, 600 mm square or round (Load Class T-25) (Nighttime)

ELIN A054, B054, C054, D054 and E054, 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 A055, B055, C055, D055 and E055, Install Geotextile for Erosion

Protection (Nighttime)

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

1.1.1.13 EMBANKMENT/SODDING/HYDROSEEDING

01 11 00 30 33‐11

ELIN A056, B056, C056, D056 and E056, Construct Embankment with Excavated Soil (Nighttime) ELIN A057, B057, C057, D057 and E057, Construct Embankment with New Soil(Nighttime)

Construct embankment with excavated soil/new soil 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 A058, B058, C058, D058 and E058, 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 A059, B059 C059, D059 and E059, 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 A060, B060, C060, D060 and E060, 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 A061, B061, C061, D061 and E061, Install 50 mm Diameter Polyethylene

Flexible Conduit (Nighttime)

Install 50 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 A062, B062, C062, D062 and E062, 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 and not limited to excavation, installation of cable in conduit, installation of warning tape, connection of wiring, fittings and test.

ELIN A063, B063, C063, D063 and E063, 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.

01 11 00 30 33‐12

ELIN A064, B064, C064, D064 and E064, 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 A065, B065, C065, D065 and E065, 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 A066, B066, C066, D066 and E066, 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 and site cleaning. REF. DWG NO. E-1.

ELIN A067, B067, C067, D067 and E067, Install Airfield Eliminated Sign with

Install airfield eliminated sign with concrete foundation shall be per each (EA.) of airfield eliminated sign installation, including and not limited to excavation, transportation, placing and compaction of base course, installation of airfield eliminated sign, installation of conduit, cable, grounding, backfilling and site cleaning. REF. DWG NO. E-1.

1.1.1.15 MISCELLANEOUS WORK

ELIN A068, B068, C068, D068 and E068, Install Cable Tie down Anchors for

Ultra-High-Molecular-Weight (UHMW) Polyethylene Panels or AC Surface for BAK-12 (Nighttime)

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 and not limited to core drilling, installation of cable tie anchors, restoration work, and site cleaning. REF. DWG NO. F-1.

ELIN A069, B069, C069, D069 and E069, Install Frangible Type Airfield Sign with

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, 01 11 00 30 33‐13 installation of concrete foundation, reflective lettering, and site cleaning. REF.

DWG NO. F-2.

1.1.1.16 REMOVAL AND DISPOSAL WORK

ELIN A070, B070, C070, D070 and E070, Saw Cutting Existing AC Pavement 0-

100mm thick (Nighttime) ELIN A071, B071, C071, D071 and E071, Saw Cutting Existing AC Pavement

101-200mm thick (Nighttime) ELIN A072, B072, C072, D072 and E072, Saw Cutting Existing Concrete

Pavement 201-300mm thick (Nighttime) ELIN A073, B073, C073, D073 and E073, 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 A074, B074, C074, D074 and E074, 100mm Diameter Core Drilling of

Existing Concrete Pavement 0-400mm thick (Nighttime)

100mm 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 A075, B075, C075, D075 and E075, 50 mm Thick Cold Planing and

Disposal of Existing AC Pavement (Nighttime) ELIN A076, B076, C076, D076 and E076, 100 mm Thick Cold Planing and

Disposal of Existing AC Pavement (Nighttime)

50 mm/100 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 A077, B077, C077, D077 and E077, 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 A078, B078, C078, D078 and E078, Partial Depth Concrete Removal and

Disposal 100mm - 150mm Thick by Chipping or Cold Planing (Nighttime)

Partial depth concrete removal and disposal 100mm - 150mm thick by chipping or cold planing shall be per square meter (SM.) of PPC removed and disposed, including and not limited to removal and disposal of PCC, traffic control and site cleaning.

01 11 00 30 33‐14

ELIN A079, B079, C079, D079 and E079, 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 A080, B080, C080, D080 and E080, Removal and Disposal of Sub-base/Base Course (Nighttime)

Removal and disposal of Sub-base/base course 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 A081, B081, C081, D081 and E081, 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 A082, B082, C082, D082 and E082, 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. Removal and disposal of all reinforced concrete items such as; reinforced concrete slabs, reinforced concrete manhole, reinforced concrete gutter inlet, reinforced concrete U ditch, reinforced concrete culvert and other reinforced concrete structures.

ELIN A083, B083, C083, D083 and E083, Removal and Disposal of Plain

Concrete (Nighttime)

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. Removal and disposal of plain concrete, plain concrete slabs, plain concrete curb & gutter, plain concrete sidewalk and other plain concrete structures.

ELIN A084, B084, C084, D084 and E084, 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 A085, B085, C085, D085 and E085, Disposal of Asphalt Pavement with

Non-Recyclable Geotextile (Nighttime)

01 11 00 30 33‐15

Disposal of non-recyclable geotextile shall be per metric ton (MTON), including and not limited to sorting non-recyclable geotextile from recyclable materials, temporary placing non-recyclable geotextile on base, transportation and disposal to off base.

ELIN A086, B086, C086, D086 and E086, Cut Flush and Remove Shrub, Bush, or Tree, less than 5 cm Caliper (Diameter) at Breast High (Nighttime) ELIN A087, B087, C087, D087 and E087, Cut Flush and Remove Tree, 5 cm or more, and less than 50 cm Caliper (Diameter) at Breast High (Nighttime)

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 in place, including and not limited to cut of tree in place, including and not limited to cut of tree, stock of tree, removal of tree, transportation, disposal to off base and grading.

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)

01 11 00 30 33‐16

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

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

01 11 00 30 33‐17 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. 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 manager on the airfield repair, maintenance or construction projects, similar in size of the solicitation requirements, and Licensed 1st Class Sekou Kanri-gishi.

CQC manager shall have minimum qualification requirements of two (2) years’ experience as a CQC manager on the airfield repair, maintenance or construction projects, similar in size of the solicitation requirements, and Licensed 1st Class Sekou Kanri-gishi.

1.5 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

01 11 00 30 33‐18 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.

1.6 Availability of work Site and Working Hours:

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).

-Vehicles exceeding 680KG gross vehicle weight (GVW), for the contractor’s delivery along with special purpose vehicles and heavy equipment, shall only enter the Apple Gate or Kamikita Gate. Apple Gate/Kamikita Gate operating hours are from 0700 to 1400, Monday through Saturday including legal U.S. and Japanese holidays for winter season (1 Nov – 15 Mar). Apple Gate/Kamikita Gate operating hours are from 0600 to 1400, Monday through Saturday including legal U.S. and Japanese holidays for summer season (16 Mar – 31 Oct).

Kamikita Gate will be used for temporary during closure of Apple Gate, including but not limited to its construction period scheduled for 1 Apr 17 through 31 Mar

19. The Government will notify the contractor if any changes become necessary in the gate operation schedule. Coordination with the Contracting Officer's Representative (COR) 30 days in advance is required with 35 SFS for asphalt and concrete delivery during non-operating hours. Also, the Contractor shall submit schedule, truck license number, driver’s name, pass number and company name for asphalt and concrete delivery during non-operating hours to

35 SFS.

- 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 the government and specified in an individual task order. The contractor’s removal/disposal work requires temporary stock piling during the contractor’s nighttime working hours and transportation off the base during the Apple Gate’s/Kamikita Gates operation hours from 0600 to 1400/0700 to 1400.

1.7 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

01 11 00 30 33‐19 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. Final Payment will be withheld until the Contractor has accomplished required clearances.

1.8 Random Antiterrorism Measures (RAMs). RAMS are conducted on Misawa Air

Base at varying times during a 24-hour period and may consist of measures such as spot checks of identification credentials, random vehicle searches, and site security sweeps. The contractor is subject to participating and cooperating with RAMS as directed by competent authority. Anticipate increased RAMS during implementation of elevated Force Protection Conditions (FPCONs).

1.9 Reporting Suspicious Activity. It is the responsibility of all personnel working and residing on Misawa Air Base to be alert for detecting and reporting suspicious criminal or terrorist activity. The contractor shall immediately report any on-base observed suspicious activity to the 35 SFS/BDOC, Bldg. 646. All contractor-employed personnel shall be familiar with suspicious activity reporting numbers and procedures. The primary number for reporting suspicious activity on Misawa Air Base is 911from a base phone or 0176-53-1911 from a mobile phone or off-base.

1.10 Performance of Services During Crisis Declared By The National Combatant

Commander. This service is not determined to be essential for performance during crisis as declared by the National Command Authority or Overseas Combatant Commander. In the event of crisis, the contractor will be notified by the CO of the need to discontinue services due to base closure or other causes.

If notification to discontinue services is not received, the contractor will be expected to continue performance in accordance with the contract specifications and drawings.

1.11 As-Built Drawings: The contractor shall maintain one (1) set of drawings and

Quantity Survey Report (QSR) at the work site, and record all changes to any hidden or subsurface data discovered during construction. The contractor will provide one (1) set of reproducible as-built drawings and 3 CDs of AutoCAD system (LT2000i) file by updating the original project drawings. The AutoCAD drawing coordinates shall be tied to WGS84 UTM Zone 54 North. The units of measurement shall be meters and vertical datum shall be WGS 1984.

1.12 Work Clearance Permit: Coordination with the Contracting Officer's

Representative (COR) 30 days in advance is required for the issuance of work-clearance permit (AF Form 103) along with requests for the establishment of a field office or erection of portable toilet facilities prior to commencement of work.

Staging yard and / or storage yard will be provided to the contractor in both west

01 11 00 30 33‐20 side and east side of the airfield on base upon coordination thru work-clearance permit (AF Form 103).

1.13 Temporary Construction Airfield Waiver: Coordination with the Contracting

Officer's Representative (COR) 90 days in advance is required for the issuance of work-clearance permit along with requests for the establishment of construction phasing plan, staging yard or storage yard prior to commencement of work.

1.14 Availability and Use of Utility Services:

a. Water and Electricity will be available All reasonably required amount of such utility services will be furnished to the contractor without charge.

Availability, if any, will be specified on individual task orders.

b. Water and Electricity is not generally available. There is generally no source for such utility services in the vicinity of the work site. Therefore, the contractor shall provide all required utility services using the most suitable and safety equipment furnished by the contractor. Availability, if any, will be specified on individual task orders.

1.15 Availability of Sanitary Facilities: Toilet facilities are: * available * not available for contractor's use.

1.16 Paint Work: In addition to proper ventilation of the work area during sanding and painting operations, all electrical receptacles will be taped over to reduce explosion hazards.

1.17 Safety Requirements: The contractor’s work shall conform to the requirements of

Safety and Health Requirements Manual EM 385-1-1 unless otherwise indicated in this section. The public shall be adequately protected from the contractor’s work by temporary barricades or fences.

1.18 Special Safety Precaution: All personnel working at a height of 6 feet or above will be protected from potential falls by the use of safety belts and guard rope.

The contractor shall take all precautions to insure that the safety and convenience of the occupants of surrounding facilities is protected. Any damage caused by the contractor to existing structures and associated equipment shall be restored to the original condition by the contractor.

1.19 Base Fire and Safety Regulations: In addition to the requirements of the contract clause FAR 52.236-13, Accident Prevention and Alternate I thereof, the contractor shall comply with all pertinent requirements of 35 FWI 32-2001, Fire Prevention and Protection. Subsequent compliance by Subcontractors will be the responsibility of the prime contractor.

1.20 Suspension of Utilities: The contractor shall perform test pit excavation to clarify the utility depth and confirm the need for utility suspension prior to his excavation work as required. The contractor shall request approval of the Contracting Officer (CO) or his authorized representative 14 days prior to the suspension of utilities, in order to minimize the outage, the contractor shall accomplish all work up to the point of connection of each unit before connecting the new system.

01 11 00 30 33‐21

The maximum length for outage will be 4 hours for water and 4 hours for electricity at a time unless otherwise approved by Contracting Officer.

1.21 Disposal of Material: Except as specified elsewhere in the contract or this specifications, all residue and scrap generated by the contractor during the performance of this contract shall be disposed of outside the confines of Misawa Air Base unless otherwise directed by the Contracting Officer, in accordance with Japanese environmental standards and laws, at no additional cost to the government.

1.22 Open Flame and Welding: The contractor shall submit a request for all open flame work permits to the Base Fire Department for approval. The contractor shall describe the work to be performed to the Fire Department representative at the work site receiving approval. The Base Fire Department and Technical Representative of the Contracting Officer shall be notified during hours of 0800 through 0900, Monday through Friday, prior to commencement of open flame work. Open flame work will not begin without approval of the Contracting Officer’s representative and permission on AF Form 592, open flame and welding permit or until the Fire Department arrives at work site if required.

1.23 Barricades/Warning Lights (Applicable if excavation work is included in the contract): All excavated work area will be provided with barricades and warning lights:

a. Low Profile Barricades shall be FAA approved 12 inches high and will normally be striped with reflective orange and white. Barricades used at night must be reflective.

b. Sufficient amber-yellow or red flashers or electric lamps shall be used at night to mark excavations and areas closed to…