Atch2 Specifications_.pdf

ROADS/PAVEMENTS & MISC. CIVIL

WORK IDIQ CONTRACT

SPECIFICATIONS

Revised per Addendum No. 1 dated 14 Jul 23

35th Civil Engineer Squadron Misawa Air Base, Japan

Prepared by:

Base Civil Engineer

Attachment 2 of Contract No. FA520523D0005

TABLE OF CONTENTS

SECTION NUMBER TITLE

DIVISION 1 GENERAL REQUIREMENTS

SPECIAL CONTRACT REQUIREMENTS

SUBMITTAL PROCEDURES

01 11 00 01 33 00

01 57 19 00 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 20 33 CLOSEOUT SUBMITTALS

DIVISION 2 EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 3 CONCRETE

03 20 00 00 10 CONCRETE REINFORCING

03 31 01 00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORK

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 16 17 COLD MILLING OF BITUMINOUS PAVEMENTS

32 01 19 61 SEALING OF JOINTS IN RIGID PAVEMENT

32 01 24 HOT IN-PLACE RECYCLING OF BITUMINOUS PAVEMENTS

32 11 20 BASE COURSE FOR RIGID AND SUBBASES COURSES FOR FLEXIBLE

PAVING

32 11 23 AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13 06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 13 CONCRETE SIDEWALKS, CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 92 23 SODDING

DIVISION 33 UTILITIES

33 11 00 WATER DISTRIBUTION

33 40 00 STORM DRAINAGE UTILITIE

01 11 00-1

SECTION 01 11 00

SPECIAL CONTRACT REQUIREMENTS

PART 1 - GENERAL

1.1 GENERAL DESCRIPTION: This is an Indefinite Delivery/Indefinite Quantity (IDIQ) Contract, Roads/Pavements & Misc. Civil Work IDIQ Contract, Misawa AB, Japan. The scope of the contract encompasses repair, maintenance and construction of pavement structures such as roads and parking lots, and related work including but not limited to curb/gutter, drainage pipes, manhole, earthwork, sidewalks, markings, traffic signs, restoration and demolition of structure/obstacle, and other miscellaneous work in Misawa Air Base (MAB), Japan and locations within 40 km radius from MAB, including its associated sites of Hachinohe Fuel Terminal, with the exception of the MAB Airfield and Draughon Range. 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). The contractor shall furnish all labor, equipment, materials, and services including temporary work, safety measure, traffic control, 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 and further defined with each individual TO. 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 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) ELINs listed in the Exhibit A, B, and C correspond to CLIN 0001, 1001and 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.

01 11 00-2

1.1.1.2 SURVEY AND TEST

ELIN A001, B001 and C001, Quantity Survey of Current Condition for Pavement and Construction Area, One Section per Extension 10 m A survey to identify/verify required items of work and quantities including profile and sections per the scope of work for the Task Order (DD 1155) in unit of extension 10 meter (Set Point), as a Lot (LOT). This item shall consist of supplemental physical measuring based on a topographic survey data using the benchmark on the base, including the locations and elevations of existing features, inverts, pipe sizes, etc. described in the Task Order. The report shall consist of a report per area, identifying quantity, unit price, AutoCAD drawings/files and amount for individual proposal items and total price to complete the work. This item shall be exercised in all transportation systems (roads, sidewalks, drainage systems, parking lots, planting, markings and any utilities) appropriate to the scope of the Subject Task Order.

ELIN A002, B002 and C002, Core Drilling and Sampling of AC or Concrete Pavement of Roads, Parking Lots, and Other Surfaces Core drilling and sampling of AC or Concrete pavements of roads, parking lots and other surfaces shall be per each (EA.) test completed, including and not limited to coring completely through the AC or PCC pavement with a coring machine, sampling of the AC or PCC core, reconstruction of the pavement surface, and Submitting certified results of all sample measurements in triplicate, and one set of recovered and identified samples. Temporary restoration shall use non shrink mortar or hot mix asphalt.

ELIN A003, B003 and C003, Test Digging of AC Pavement, not to exceed 1m x 1m x 1m includes temporary pavement restoration Test digging of AC Pavement, not to exceed 1m x 1m x 1m includes temporary pavement restoration shall be per each (EA) of AC Pavement area tested, including but not limited to, AC saw cutting, excavation, backfill, temporary asphalt pavement restoration, and site cleanup. Pavement shall be temporary restored at 4cm thickness using asphalt No. 2.

1.1.1.3 GENERAL CONSTRUCTION AND OTHER WORK

ELIN A004, B004 and C004, Construct Formwork for Concrete Work Construct formwork for concrete work shall be per square meter (SM.) of formwork measured by the finished dimensions of the formed structure and oiled and ready for use, including but not limited to preparatory work, pre-fabrication, installation, ties, shims, stakes, braces, etc., and removal.

ELIN A005, B005 and C005, Construct Steel Reinforcement Bar Construct steel reinforcement bar shall be per metric ton (MTON.) of re-bar, including splices, complete and tied in place and ready for concrete placement, Revised per Addendum No.1

01 11 00-3 including but not limited to preparatory work, bending, cutting, pre-fabrication, chairs, seats, installation, splicing, tie wire, snap ties and all other miscellaneous materials and work.

ELIN A006, B006 and C006, Frost Inhibition Course (RC-40) ELIN A007, B007 and C007, Leveling Basis Crushed Stone (RC-40, Average thickness 30mm) ELIN A008, B008 and C008, Construct Basis Crushed Stone (RC- 40) Frost inhibition course (RC-40)/leveling basic crushed stone (RC-40)/construct basis crushed stone (RC-40) shall be per cubic meter (CM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction and clean-up.

ELIN A009, B009 and C009, Place Concrete (21-8-25) ELIN A010, B010 and C010, Place Concrete (24-8-25) Place concrete (21-8-25)/ (24-8-25) shall be per cubic meter (CM.) of 21 MPa – 8 cm slump – 25 mm aggregate (21-8-25)/24 MPa – 8 cm slump – 25 mm aggregate (24-8-25) concrete complete in-place, including but not limited to surface preparation, concrete placing, vibrating, finishing, curing and protection, restoration work and testing.

ELIN A011, B011, and C011, Placing and Removing Steel Plate, Size 1.5m x 3.0m Placing steel plate, size 1.5m x 3.0m shall be each (EA) per day (EA/DAY) of placing and removing the metal plate for temporary construction access road.

ELIN A012, B012 and C012, Transportation of Removed Concrete, AC and Concrete products from Construction Site to Stock Yard/on Base Transportation of removed concrete, AC and concrete products from construction site to stock yard/on Base shall be per cubic meters (CM) of transported removed concrete, AC, cold milling AC and concrete products, including but not limited to provide equipment, transporting, unloading, loading and site cleanup.

ELIN A013, B013 and C013, Transportation of Removed Miscellaneous Material from Construction Site to Stock Yard/on Base Transportation of removed miscellaneous material from construction site to stock yard/on Base shall be per cubic meters (CM) of transported miscellaneous material at site, including but not limited to provide equipment, transporting, unloading, loading and site cleanup.

ELIN A014, B014 and C014, Traffic Regulator (Flag Man) Traffic regulator (Traffic Control Guard B) shall be man per day (MAN/DAY) of traffic regulator, including but not limited to control of vehicle traffic during construction work.

01 11 00-4

1.1.1.4 ASPHALT PAVING WORK

ELIN A015, B015 and C015, Construct Subbase Course (RC-40) Construct subbase course/recycle crushed material (RC-40) shall be per cubic meter (CM.) of new material compacted in-place and ready for use, including but not limited to preparatory work, spreading and compaction, testing and clean-up.

ELIN A016, B016 and C016, Leveling Base/Subbase Course Leveling base/subbase course shall be per square meter (SM.) of compacted existing material compacted in-place and ready for use, including but not limited to preparatory work, and compaction and clean-up.

ELIN A017, B017 and C017, Leveling Base Course (M-25, Average thickness 30mm) Leveling base course/ mechanically stabilized crushed stone (M-25, Average thickness 30mm) shall be per cubic meter (CM.) of new material compacted in-place and ready for use, including but not limited to preparatory work, spreading and compaction and clean-up.

ELIN A018, B018 and C018, Construct Base Course (M-25) Construct base course (M-25) shall be per cubic meter (CM.) of new material compacted in-place and ready for use, including but not limited to preparatory work, spreading and compaction, testing and clean-up.

ELIN A019, B019 and C019, Leveling AC Pavement (Recycled AC No.2, Average thickness 40mm) Leveling AC pavement (recycled AC No.2, Average thickness 40mm) shall be per metric ton (MTON.) of AC intermediate course, including but not limited to fine grade preparation, edge preparation & restoration, placement of variable thickness AC intermediate leveling course, compaction and testing. Applies to pavement construction widths of 1.5m or more.

ELIN A020, B020 and C020, 50mm Thick Recycled AC Intermediate Course (AC No.2) 50mm thick recycled AC intermediate course (AC No.2) shall be per compacted square meter (SM.) of AC pavement, including and not limited to compaction, AC placement, compaction and testing.

ELIN A021, B021 and C021, Construct Recycled AC Wearing Course (AC No.5) ELIN A022, B022 and C022, Construct AC Surface by Modified Asphalt (AC No.5) Construct recycled AC wearing course (AC No.5)/Construct AC surface by modified asphalt (AC No.5) shall be per metric ton (MTON.) of AC pavement, including and not limited to compaction, AC placement, compaction and testing.

ELIN A023, B023 and C023, Prime Coat (PK-3) ELIN A024, B024 and C024, Tack Coat (PK-4) ELIN A025, B025 and C025, Tack Coat (Modified PK-4) Prime coat (PK-3)/tack coat (PK-4)/tack coat (modified PK-4) shall be per square

01 11 00-5 meter (SM.) of new coating applied on approved base course or AC surfaces, including but not limited to surface preparation, cleaning, application of new coating, protection from traffic until cured or covered by pavement, and clean-up.

ELIN A026, B026 and C026, AC Wearing Course (Labor) AC Wearing course (labor) shall be per metric ton (MTON.) of AC pavement, including and not limited to compaction, AC placement, compaction and testing.

ELIN A027, B027 and C027, Base Stabilization for pavement, Mix 150mm Thick Base stabilization for pavement, Mix 150mm Thick shall be per square meter (SM.) of compacted in-place, including existing material sampling, testing, preparatory work, base course mixing in –place, curing, loading and compaction and site cleaning. Base Stabilization shall be mixing Base Course in-place with cement (per 2.5% 100m2) and emulsion (per 5.0% 100m2) in accordance with Pavement Regeneration manual of Japan Road Association.

1.1.1.5 GEOTEXTILE WORK

ELIN A028, B028 and C028, Install Geotextile Install geotextile shall be per square meter (SM.) of geotextile, and ready for asphalt paving, including but not limited to preparatory work, survey and survey report for clack conditions, installation and all other miscellaneous materials and work.

1.1.1.6 SIDEWALK, CURBS, and GUTTERS WORK

ELIN A029, B029 and C029, Base Course (RC-40, T=100mm) Base course (RC-40, T=100mm) shall be per square meter (SM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction, testing and clean-up.

ELIN A030, B030 and C030, Base Course Restoration (RC-40, T=100mm) Base course Restoration (RC-40, T=100mm) shall be per square meter (SM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction, and clean-up.

ELIN A031, B031 and C031, Frost Inhibition Course (RC-40, T=250mm) Frost inhibition course (RC-40, T=250mm) shall be per cubic meter (CM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction, testing and clean-up.

ELIN A032, B032 and C032, Frost Inhibition Course Restoration (RC-40, T=250mm) Frost inhibition course Restoration (RC-40, T=250mm) shall be per cubic meter (CM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction, and clean-up.

01 11 00-6

ELIN A033, B033 and C033, Base Course Restoration for Road (M-25) Base course Restoration for Road (M-25) shall be per cubic meter (CM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction, and clean-up.

ELIN A034, B034 and C034, Leveling Base Course (RC-40, Average thickness 30mm) Leveling base course (RC-40, Average thickness 30mm) shall be per cubic meter (CM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction, testing and clean-up.

ELIN A035, B035 and C035, Place Concrete (24-8-25) for Concrete Sidewalks Place concrete (24-8-25) for Concrete Sidewalks shall be per square meter (SM.)

of 24 MPa – 8 cm slump – 25 mm aggregate (24-8-25) concrete complete in-place, including but not limited to surface preparation, concrete placing, vibrating, finishing, curing and protection, restoration work and testing.

ELIN A036, B036 and C036, Place Concrete (24-8-25) for Concrete Curbs Place concrete (24-8-25) for Concrete Curbs shall be per linear meter (LM.) of 24 MPa – 8 cm slump – 25 mm aggregate (24-8-25) concrete complete in-place, including but not limited to surface preparation, concrete placing, vibrating, finishing, curing and protection, restoration work and testing.

ELIN A037, B037 and C037, Place Concrete (24-8-25) for Concrete Curbs & Gutters Place concrete (24-8-25) for Concrete Curbs & Gutters shall be per cubic meter (CM.) of 24 MPa – 8 cm slump – 25 mm aggregate (24-8-25) concrete complete in-place, including but not limited to surface preparation, concrete placing, vibrating, finishing, curing and protection, restoration work and testing.

ELIN A038, B038 and C038, Install Joint Filler Install joint filler shall be per square meter (SM.) of joint filler material in-place and ready for use, including but not limited to preparatory work and installation.

ELIN A039, B039 and C039, Install Sealant (10mm x 5mm) Install sealant (10mm x 5mm) shall be per linear meter (LM.), including but not limited to application of sealant, protection from walker until cured, and clean-up.

ELIN A040, B040 and C040, Contraction Joint Cutter Contraction joint cutter shall be per linear meter (LM.), including but not limited to cutting and clean-up.

ELIN A041, B041 and C041, Install Precast Type A Block Install precast type A block shall be per linear meter (LM.), including but not limited to installation, mortar filling and clean-up.

01 11 00-7

1.1.1.7 PAVEMENT MARKINGS, TRAFFIC SAFTY WORK

ELIN A042, B042 and C042, Install Reflective Marking, White (W=15cm) Install reflective marking, white (W=15cm) shall be per linear meter (LM.) of painted pavement markings, measured and approved, including but not limited to preparatory work, application of glass beads for reflective markings, protection until dry, and clean-up.

ELIN A043, B043 and C043, Alphanumeric Concrete Curb Marking Alphanumeric concrete curb marking shall be per each (EA.) of location of painted curb background and alphanumeric set of markings, including but not limited to preparatory work, protection until dry/ cured, and clean-up.

Handwriting is acceptable.

ELIN A044, B044 and C044, Install Handicap Symbol Marking, White Install handicap symbol marking, white shall be per each (EA.) of painted pavement markings, including but not limited to preparatory work, protection until dry/ cured, and clean-up.

ELIN A045, B045 and C045, Relocate Traffic Sign & Post Relocate traffic sign & post shall be per each (EA.) of traffic sign w/foundation relocated, complete and ready for use, relocation will be within a 5-meter radius of the existing post, including but not limited to removal, re- installation and clean-up.

1.1.1.8 EARTH WORK, SODDING, PLANTING WORK

ELIN A046, B046 and C046, Road Excavation Road excavation shall be per cubic meter (CM.) of excavated materials for road, including and not limited to excavation of earth, base course and subbase course material to predetermined elevations, leveling, grading and loading.

ELIN A047, B047 and C047, Earthwork (Digging and Grading) Earthwork (digging and grading) shall be per cubic meter (CM.) of excavated materials for structures, including and not limited to excavation of earth, digging for curbs & gutter work, excavation for catch basin and manhole work, base course and subbase course material to predetermined elevations, leveling grading and loading.

ELIN A048, B048 and C048, Excavation for Underground Utility Excavation for Underground Utility shall be per cubic meter (CM.) of excavated materials for structures, including and not limited to digging for underground utility work, base course and subbase course material to predetermined elevations, leveling grading and loading.

ELIN A049, B049 and C049, Transportation of Excavated Soil to Stock Yard Transportation of excavated soil to stock yard shall be per cubic meter (CM.) of

01 11 00-8

1.1.1.9 transportation, including and not limited to unloading.

ELIN A050, B050 and C050, Backfill Excavated Soil ELIN A051, B051 and C051, Backfill Excavated Material (For Underground Utility) Backfill excavated soil/Backfill excavated material (for underground utility) shall be per cubic meter (CM.) of compacted material in- place and ready for use, including but not limited to preparatory work, spreading and compaction and clean-up.

ELIN A052, B052 and C052, Backfill New Soil Backfill new soil shall be per cubic meter (CM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction and clean-up.

ELIN A053, B053 and C053, Place New Top Soil, 100mm Thick Place new top soil, 100mm thick shall be per cubic meter (CM.) of compacted material in-place and ready for use, including but not limited to delivery of new organic soil, preparatory work, spreading and compaction and clean-up.

ELIN A054, B054 and C054, Place Sod (Noshiba) Place sod (Noshiba) shall be per square meter (SM.) of sod placed, including but not limited to soil preparation, placing sod and all work for turf establishment period.

ELIN A055, B055 and C055, Removal and Reinstallation of Sod Removal and reinstallation of sod shall be per square meter (SM.) of sod restored in-place, including but not limited to removal and stockpiling of existing sod, tillage, re-sodding, watering and maintenance.

SANITARY SEWER, DRAINAGE WORK

ELIN A056, B056 and C056, Install 200mm VU Rib Pipe ELIN A057, B057 and C057, Install 300mm VU Rib Pipe Install 200mm VU rib pipe/ 300mm VU rib pipe shall be per linear meter (LM.) of pipe installed, complete and ready for use, including but not limited to preparatory work, placing and connecting joints.

ELIN A058, B058 and C058, Install New Manhole Frame and Cover (T-25) Install new manhole frame and cover (T-25) shall be per each (EA.) of manhole cover and frame installed, complete and ready for use, including but not limited to preparatory work, mortar filling and installation.

ELIN A059, B059, and C059, Raise/Lower existing Manhole Frame and Cover Raise/lower existing manhole frame and cover shall be per each (EA.) of frame and cover complete and ready for use, including but 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, 01 11 00-9 fitting frame and cover, curing and clean-up.

ELIN A060, B060 and E060, Install New Concrete Frame and Grating Cover (T-

20) of Gutter Inlet Install new concrete frame and grating cover (T-20) of gutter inlet shall be per each (EA.) of concrete frame and grating cover installed, complete and ready for use, including but not limited to preparatory work, mortar filling and installation.

ELIN A061, B061 and E061, Install New Gutter Inlet with Pre-cast Concrete Structures, Inlet Height 1.5m Install new gutter inlet with pre-cast concrete structures, inlet height 1.5m shall be per each (EA.) of gutter inlet installed, complete and ready for use, including but not limited to preparatory work, mortar filling and installation.

ELIN A062, B062 and C062, Raise/Lower existing Concrete Frame and Grating Cover of Gutter Inlet Raise/lower existing concrete frame and grating cover of gutter Inlet shall be per each (EA.) of concrete frame and grating cover complete and ready for use, including but 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, fitting frame and cover, curing and clean-up.

ELIN A063, B063 and E063, Install New Frame and Grating Cover (T-25) for Catch Basin, 900 mm square Install new frame and grating cover (T-25) for catch basin, 900 mm square shall be per each (EA.) of gutter inlet installed, complete and ready for use, including but not limited to preparatory work and installation.

1.1.1.10 WATER LINE WORK

ELIN A064, B064 and E064, Replace existing Gate Valve Box Replace existing gate valve box shall be per each (EA.) of frame and cover complete and ready for use, including but not limited to remove existing gate valve box and part of concrete, install new gate valve box at the designed elevation.

1.1.1.11 REMOVAL AND DISPOSAL WORK

ELIN A065, B065 and C065, Saw Cutting of Existing AC Pavement, less than 15cm ELIN A066, B066 and C066, Saw Cutting of Existing AC Pavement, 15cm or more and less than 30cm ELIN A067, B067 and C067, Saw Cutting of Existing Concrete Pavement, less than 15cm Saw cutting of existing AC/concrete pavement shall be per linear meter (LM.) of AC/concrete saw cutting, including and not limited to traffic control and site

01 11 00-10 cleaning.

ELIN A068, B068 and E068, Cold Milling of AC Pavement, less than 6cm ELIN A069, B069 and E069, Cold Milling of AC Pavement, 6cm or more and less than 12cm

Cold milling of AC pavement, less than 6 cm/6 cm or more and less than 12cm shall be per square meter (SM.) of AC removed, including and not limited to removal and disposal of AC, traffic control and site cleaning.

ELIN A070, B070 and C070, Removal of AC Pavement, less than 10cm ELIN A071, B071 and C071, Removal of AC Pavement, 10cm or more and less than 20cm Removal of AC Pavement, less than 10cm/10cm or more and less than 20cm shall be per square meter (SM.) of AC removed materials, including and not limited to demolition, removal, loading and site cleaning.

ELIN A072, B072 and C072, Removal of Concrete Pipe Removal of concrete pipe shall be per linear meter (LM.) of concrete pipe (Maximum 300mm inner diameter) removed including and not limited to demolition, removal of frame and cover, and site cleaning.

ELIN A073, B073 and C073, Removal of Existing Catch Basin Removal of existing catch basin shall be per cubic meter (CM.) of concrete removed including and not limited to demolition, insulating connected existing pipes, and site cleaning.

ELIN A074, B074 and C074, Removal of Existing Concrete Curbs ELIN A075, B075 and C075, Removal of Existing Concrete Curbs and Gutters

Removal of existing concrete curbs/ curbs and gutters shall be per linear meter (LM.) of concrete curb removed including and not limited to demolition, removal of frame and cover, and site cleaning.

ELIN A076, B076 and C076, Removal of Existing Concrete Sidewalks Removal of existing concrete sidewalk shall be per square meter (SM.) of concrete removed materials, including and not limited to demolition, removal, loading and site cleaning.

ELIN A077, B077 and C077, Removal of Existing Leveling Concrete Removal of existing leveling concrete shall be per cubic meter (CM.) of concrete removed materials (Maximum concrete thickness 100mm), including and not limited to demolition, removal, loading and site cleaning.

ELIN A078, B078 and C078, Removal of Reinforced Concrete by Labor Removal of reinforced concrete by labor shall be per cubic meter (CM.) of concrete removed including and not limited to demolition, saw cutting, removal of reinforced concrete, and site cleaning.

01 11 00-11

ELIN A079, B079 and C079, Removal of Existing Manhole Frame and Cover Removal of existing manhole frame and cover shall be per each (EA) of manhole frame and cover removed including and not limited to demolition, removal of frame and cover, and site cleaning.

ELIN A080, B080 and C080, Removal of Existing Frame and Grating Drainage Product Removal of existing frame and grating drainage product shall be per each (EA) of frame and grating drainage product removed including and not limited to demolition, removal of frame and cover, and site cleaning.

ELIN A081, B081 and C081, Removal of Precast Concrete Curb Block Removal of precast concrete curb block shall be per linear meter (LM.) of concrete curb block removed including and not limited to demolition, removal of frame and cover, and site cleaning.

ELIN A082, B082 and C082, Removal of Existing Tree and Stump, Circumference of tree less than 20cm

ELIN A083, B083 and C083, Removal of Existing Tree and Stump, Circumference of tree 21～30cm Removal of existing tree and stump, circumference of tree less than 20cm/20～ 30cm shall be per each (EA.) of tree in place, including and not limited to excavation, cut of tree, stock of tree and loading.

ELIN A084, B084 and C084, Removal of PVC Pipe Removal of PVC pipe shall be per linear meter (LM.) of pipe, including and not limited to, cutting, cap, plug, and site cleaning.

ELIN A085, B085 and C085, Hauling and Disposal of Extra Soils/Gravels to Off Base Hauling and disposal of extra soils/gravels to off base shall be per cubic meter (CM.) of material, including and not limited to loading, hauling, disposal to off base, stock yard maintenance, and haul route cleaning for any material dropped by the contractor.

ELIN A086, B086 and C086, Hauling and Disposal of Asphalt Concrete to Off Base Hauling and disposal of asphalt concrete to off base shall be per metric ton (MTON.) of material, including and not limited to loading, hauling, disposal to off base, stock yard maintenance, and haul route cleaning for any material dropped by the contractor.

ELIN A087, B087 and C087, Hauling and Disposal of Cold Milling AC to Off Base Hauling and disposal of asphalt concrete to off base shall be per metric ton (MTON.) of material, including and not limited to loading, hauling, disposal to off base, stock yard maintenance, and haul route cleaning for any material dropped by the contractor.

01 11 00-12

ELIN A088, B088 and C088, Hauling and Disposal of Plain Concrete to Off Base Hauling and disposal of plain concrete to off base shall be per metric ton (MTON.) of material, including and not limited to loading, hauling, disposal to off base, stock yard maintenance, and haul route cleaning for any material dropped by the contractor.

ELIN A089, B089 and C089, Hauling and Disposal of Reinforced Concrete to Off Base Hauling and disposal of reinforced concrete to off base shall be per metric ton (MTON.) of material, including and not limited to loading, hauling, disposal to off base, stock yard maintenance, and haul route cleaning for any material dropped by the contractor.

ELIN A090, B090 and C090, Hauling and Disposal of Precast Concrete Product to Off Base Hauling and disposal of precast concrete product to off base shall be per metric ton (MTON.) of material, including and not limited to loading, hauling, disposal to off base, stock yard maintenance, and haul route cleaning for any material dropped by the contractor.

ELIN A091, B091 and C091, Hauling and Disposal of Plastics to Off Base Hauling and disposal of plastics to off base shall be per metric ton (MTON.) of material, including and not limited to loading, hauling, disposal to off base, stock yard maintenance, and haul route cleaning for any material dropped by the contractor.

ELIN A092, B092 and C092, Hauling and Disposal of Trees and Stump to Off Base Hauling and disposal of trees and stump to off base shall be per metric ton (MTON.) of material, including and not limited to hauling, disposal to off base, stock yard maintenance, and haul route cleaning for any material dropped by the contractor.

ELIN A093, B093 and C093, Removal of AC Pavement with Soil Stabilizer Removal AC pavement with soil stabilizer shall be per square meter (SM.) of AC removal materials, including demolition, removal, loading and site cleaning.

1.1.1.12 GENERAL CONSTRUCTION AND OTHER WORK FOR MFH CARPORT AREA

ELIN A094, B094 and C094, Leveling Basis Crushed Stone (RC-40, Average thickness 30mm) ELIN A095, B095 and C095, Construct Basis Crushed Stone (RC- 40) Leveling basic crushed stone (RC-40, average thickness 30mm)/ construct basis crushed stone (RC-40) shall be per cubic meter (CM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction and clean-up.

01 11 00-13

ELIN A096, B096 and C096, Place Concrete (21-8-25) Place concrete (21-8-25) shall be per cubic meter (CM.) of 21 MPa – 8 cm slump

– 25 mm aggregate (21-8-25) concrete complete in-place, including but not limited to surface preparation, concrete placing, vibrating, finishing, curing and protection, restoration work and testing.

ELIN A097, B097 and C097, Transportation of Removed Concrete, AC and Concrete products from Construction Site to Stock Yard/on Base Transportation of removed concrete, AC and concrete products from construction site to stock yard/on Base shall be per cubic meters (CM) of transported removed concrete, AC, cold milling AC and concrete products, including but not limited to provide equipment, transporting, unloading, loading and site cleanup.

ELIN A098, B098 and C098, Transportation of Removed Miscellaneous Material from Construction Site to Stock Yard/on Base Transportation of removed miscellaneous material from construction site to stock yard/on Base shall be per cubic meters (CM) of transported miscellaneous material at site, including but not limited to provide equipment, transporting, unloading, loading and site cleanup.

1.1.1.13 ASPHALT PAVING WORK FOR MFH CARPORT AREA

ELIN A099, B099 and C099, Construct Subbase Course (RC-40) Construct subbase course/recycle crushed material (RC-40) shall be per cubic meter (CM.) of new material compacted in-place and ready for use, including but not limited to preparatory work, spreading and compaction, testing and clean-up.

This item is not limited to the MFH carport area.

ELIN A100, B100 and C100, Leveling Base/Subbase Course Leveling base/subbase course shall be per square meter (SM.) of compacted existing material compacted in-place and ready for use, including but not limited to preparatory work, and compaction and clean-up.

This item is not limited to the MFH carport area.

ELIN A101, B101 and C101, Leveling Base Course (M-25, Average thickness 30mm) Leveling base course/ mechanically stabilized crushed stone (M-25, Average thickness 30mm) shall be per cubic meter (CM.) of new material compacted in-place and ready for use, including but not limited to preparatory work, spreading and compaction and clean-up.

This item is not limited to the MFH carport area.

ELIN A102, B102 and C102, Construct Base Course (M-25) Construct base course (M-25) shall be per cubic meter (CM.) of new material compacted in-place and ready for use, including but not limited to preparatory

01 11 00-14 work, spreading and compaction, testing and clean-up.

This item is not limited to the MFH carport area.

ELIN A103, B103 and C103, 50mm Thick Recycled AC Intermediate Course (AC No.2) 50mm thick recycled AC intermediate course (AC No.2) shall be per compacted square meter (SM.) of AC pavement, including and not limited to compaction, AC placement, compaction and testing.

This item is not limited to the MFH carport area.

ELIN A104, B104 and C104, Construct Recycled AC Wearing Course (AC No.5) Construct Recycled AC Wearing Course (AC No.5) shall be per metric ton (MTON.) of AC pavement, including and not limited to compaction, AC placement, compaction and testing.

This item is not limited to the MFH carport area.

ELIN A105, B105 and C105, Prime Coat (PK-3) ELIN A106, B106 and C106, Tack Coat (PK-4) ELIN A107, B107 and C107, Tack Coat (Modified PK-4) Prime coat (PK-3)/tack coat (PK-4)/tack coat (modified PK-4) shall be per square meter (SM.) of new coating applied on approved base course or AC surfaces, including but not limited to surface preparation, cleaning, application of new coating, protection from traffic until cured or covered by pavement, and clean-up.

These items are not limited to the MFH carport area.

ELIN A108, B108 and C108, Install Reflective Marking, White (W=15cm) Install reflective marking, white (W=15cm) shall be per linear meter (LM.) of painted pavement markings, measured and approved, including but not limited to preparatory work, application of glass beads for reflective markings, protection until dry, and clean-up. This item is not limited to the MFH carport area.

1.1.1.14 SIDEWALK, CURBS, and GUTTERS WORK FOR MFH CARPORT AREA

ELIN A109, B109 and C109, Base Course (RC-40, T=100mm) Base course (RC-40, T=100mm) shall be per square meter (SM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction, testing and clean-up.

ELIN A110, B110 and C110, Base Course Restoration (RC-40, T=100mm) Base course Restoration (RC-40, T=100mm) shall be per square meter (SM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction, and clean-up.

ELIN A111, B111 and C111, Frost Inhibition Course (RC-40, T=250mm) Frost inhibition course (RC-40, T=250mm) shall be per cubic meter (CM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction, testing and clean-up.

01 11 00-15

1.1.1.15

ELIN A112, B112 and C112, Frost Inhibition Course Restoration (RC-40, T=250mm) Frost inhibition course Restoration (RC-40, T=250mm) shall be per cubic meter (CM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction, and clean-up.

ELIN A113, B113 and C113, Base Course Restoration for Road (M-25) Base course Restoration for Road (M-25) shall be per cubic meter (CM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction, and clean-up.

ELIN A114, B114 and C114, Leveling Base Course (RC-40, Average thickness 30mm) Leveling base course (RC-40, Average thickness 30mm) shall be per cubic meter (CM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction, testing and clean-up.

ELIN A115, B115 and C115, Place Concrete (24-8-25) for Concrete Sidewalks Place concrete (24-8-25) for Concrete Sidewalks shall be per square meter (SM.)

of 24 MPa – 8 cm slump – 25 mm aggregate (24-8-25) concrete complete in-place, including but not limited to surface preparation, concrete placing, vibrating, finishing, curing and protection, restoration work and testing.

ELIN A116, B116 and C116, Place Concrete (24-8-25) for Concrete Curbs Place concrete (24-8-25) for Concrete Curbs shall be per linear meter (LM.) of 24 MPa – 8 cm slump – 25 mm aggregate (24-8-25) concrete complete in-place, including but not limited to surface preparation, concrete placing, vibrating, finishing, curing and protection, restoration work and testing.

ELIN A117, B117 and C117, Place Concrete (24-8-25) for Concrete Curbs & Gutters Place concrete (24-8-25) for Concrete Curbs & Gutters shall be per cubic meter (CM.) of 24 MPa – 8 cm slump – 25 mm aggregate (24-8-25) concrete complete in-place, including but not limited to surface preparation, concrete placing, vibrating, finishing, curing and protection, restoration work and testing.

ELIN A118, B118 and C118, Install Precast Type A Block Install precast type A block shall be per linear meter (LM.), including but not limited to installation, mortar filling and clean-up.

EARTH WORK FOR MFH CARPORT AREA

ELIN A119, B119 and C119, Excavation for Parking Lot Excavation for Parking Lot shall be per cubic meter (CM.) of excavated materials

01 11 00-16 for road, including and not limited to excavation of earth, base course and subbase course material to predetermined elevations, leveling, grading and loading.

ELIN A120, B120 and C120, Earthwork (Digging and Grading) Earthwork (digging and grading) shall be per cubic meter (CM.) of excavated materials for structures, including and not limited to excavation of earth, digging for curbs & gutter work, excavation for catch basin and manhole work, base course and subbase course material to predetermined elevations, leveling grading and loading.

ELIN A121, B121 and C121, Transportation of Excavated Soil to Stock Yard Transportation of excavated soil to stock yard shall be per cubic meter (CM.) of transportation, including and not limited to unloading.

ELIN A122, B122 and C122, Backfill Excavated Soil Backfill excavated soil shall be per cubic meter (CM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction and clean-up.

ELIN A123, B123 and C123, Backfill New Soil Backfill new soil shall be per cubic meter (CM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction and clean-up.

1.1.1.16 REMOVAL AND DISPOSAL WORK FOR MFH CARPORT AREA

ELIN A124, B124 and C124, Removal of AC Pavement, less than 10cm Removal of AC Pavement, less than 10cm shall be per square meter (SM.) of AC removed materials, including and not limited to demolition, removal, loading and site cleaning.

ELIN A125, B125 and C125, Removal of Existing Concrete Curbs ELIN A126, B126 and C126, Removal of Existing Concrete Curbs and Gutters

Removal of existing concrete curbs/ curbs and gutters shall be per linear meter (LM.) of concrete curb removed including and not limited to demolition, removal of frame and cover, and site cleaning.

ELIN A127, B127 and C127, Removal of Existing Concrete Sidewalks Removal of existing concrete sidewalk shall be per square meter (SM.) of concrete removed materials, including and not limited to demolition, removal, loading and site cleaning.

ELIN A128, B128 and C128, Removal of Existing Leveling Concrete Removal of existing leveling concrete shall be per cubic meter (CM.) of concrete removed materials (Maximum concrete thickness 100mm), including and not limited to demolition, removal, loading and site cleaning.

01 11 00-17

ELIN A129 B129 and C129, Removal of Precast Concrete Curb Block Removal of precast concrete curb block shall be per linear meter (LM.) of concrete curb block removed including and not limited to demolition, removal of frame and cover, 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 standards producing organization, (e.g.

ASTM B 564 Nickel Alloy Forgings.) However, when the standards producing 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 standards publishing organizations whose documents 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 producing organization should be ordered from the source by title rather than by number.

a. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION

OFFICIALS (AASHTO)

444 North Capitol Street, NW, Suite 249 Washington, DC 20001 Phone: 202-624-5800 Fax: 202-624-5806 E-Mail: info@aashto.org Internet: http://www.transportation.org

b. AMERICAN CONCRETE INSTITUTE (ACI) 38800 Country Club Drive Farmington Hills, MI 48331 Ph: 248-848-3700 Fax: 248-848-3701 E-Mail: bkstore@concrete.org Internet: http://www.concrete.org

c. AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) 1819 L Street, NW, 6th Floor Washington, DC 20036 Phone: 202-293-8020

Revised per Addendum No.1 mailto:info@aashto.org http://www.transportation.org/ mailto:bkstore@concrete.org http://www.concrete.org/

01 11 00-18

Fax: 202-298-9287 E-Mail: info@ansi.org Internet: http://www.ansi.org

d. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 100 Barr Harbor Drive P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 610-832-9500 Fax: 610-832-9555 E-mail: service@astm.org Internet: http://www.astm.org

e. ARMY CORPS OF ENGINEERS (COE) HANDBOOK FOR CONCRETE AND

CEMENT & ENGINEERING MANUALS (EM)

Commander USACE Publications Depot Attn: CEHEC-IM-PD 2803 52nd Avenue Hyattsville, MD 20781-1102 Phone: 301-394-0081 Fax: 301-394-0084 E-Mail: pubs-army@usace.army.mil Internet: http://www.usace.army.mil

f. Institute of Electrical and Electronics Engineers, Inc. (IEEE) 445 Hoes Lane Piscataway, NJ 08854-4141 Phone: 732-981-0060 Fax: 732-981-9667 E-Mail: customer-services@ieee.org Internet: http://www.ieee.org

g. JAPANESE INDUSTRIAL STANDARDS (JIS) Japanese Standards Association Customer Service Division Standards Promotion Headquarters 4-1-24, Akasaka Minato-ku, Tokyo, 107-8440 Japan Ph: 03-3583-8005 (Japan) Fax: 03-3586-2014 (Japan) Internet: http://www.jsa.or.jp

h. NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION (NEMA) 1300 North 17th Street, Suite 1752 Rosslyn, VA 22209 Phone: 703-841-3200 Fax: 703-841-5900

Revised per Addendum No.1 mailto:info@ansi.org http://www.ansi.org/ mailto:service@astm.org http://www.astm.org/ mailto:pubs-army@usace.army.mil http://www.usace.army.mil/ mailto:customer-services@ieee.org http://www.ieee.org/ http://www.jsa.or.jp/

01 11 00-19

E-Mail: webmaster@nema.org Internet: http://www.nema.org

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 make ready for use, all in accordance with these specifications and the applicable drawings for Project Roads/Pavements & Misc.

Civil Work IDIQ CONTRACT, Misawa AB, Japan.

1.3 LOCATION

Misawa Air Base and locations within 40 km radius from Misawa AB, including its associated sites of Fleet Logistics Center Yokosuka Hachinohe Fuel Terminal, with the exception of Misawa AB, Airfield.

1.4 PRINCIPAL FEATURES

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

1. Perform project area survey to identify/verify item(s) required for the project.

2. Removal and disposal of existing deteriorated AC pavements, concrete structures and/or other obstacles.

3. Install AC surface/intermediate course, base course and subbase course with compaction and testing.

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 and graded area.

7. Remove and repaint of road markings.

8. Provide temporary barricades, traffic control, signs, maintain grass within construction site, and site clean-up

1.5 Experience/Qualifications

Project manager shall have minimum qualification requirements of two (2) years’ experience as a project manager on the roads/pavements 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 roads/pavements repair, maintenance or

Revised per Addendum No.1 mailto:webmaster@nema.org http://www.nema.org/

01 11 00-20 construction projects, similar in size of the solicitation requirements, and Licensed 1st Class Sekou Kanri-gishi.

Jobsite Foreman shall have minimum qualification requirements of two (2) years’ experience as a Jobsite Foreman on the roads/pavements repair, maintenance or construction projects, similar in size of the solicitation requirements, and Licensed 2nd Class Sekou Kanri-gishi.

1.6 LIMITATION OF EXTERIOR WORK DURING THE 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.

1.7 AVAILABILITY OF WORK SITE AND WORKING HOURS

Unless otherwise specifically approved by the Contracting Officer (CO), the work will generally be made available to the contractor as follows.

- Five days a week, Monday through Friday, excluding U.S. federal holidays.

- Working Hours: 0730 of the day through 1630 of the same day.

- The Government will notify the contractor if any changes become necessary in the gate operation schedule.

- 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. Apple 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 operating hours are from 0600 to 1400, Monday through Saturday including legal U.S. and Japanese holidays for summer season (16 Mar – 31 Oct).

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 project, type and quantity of construction work involved in individual task order, seasonal situation, as well as the government convenience.

01 11 00-21

1.8 U.S. FEDERAL HOLIDAYS INCLUDE

− New Year’s Day 1st of January − Martin Luther King Jr.’s Birthday 3rd Monday of January − President’s Day 3rd Monday of February − Memorial Day Last Monday of May − Juneteenth Day 19th of June − Independence Day 4th of July − Labor Day 1st Monday of September

− Columbus Day 2nd Monday of October − Veteran’s Day 11th of November − Thanksgiving Day 4th Thursday of November − Christmas Day 25th of December

1.9 REQUESTS 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, requiring access to Misawa Air Base in order to perform this contract.

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

b. Upon completion of this contract, the Contractor shall return all employees 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.

1.10 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.