Atch2b_Rev_Spec_Sec_011100_20180524.pdf

ROADS/PAVEMENTS & MISC. CIVIL WORK IDIQ CONTRACT,

MISAWA AIR BASE, JAPAN

01 11 00‐1 Revised per Addendum No. 2 dated 24 May 18

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/or construction of roads, parking lots and their associated incidental work such as, but not limited to curb/gutter, drainage pipes, manhole, earthwork, sidewalks, markings, traffic signs, electrical work, tree removal and other miscellaneous work in Misawa Air Base and locations within 40 km radius from Misawa AB, including its associated sites of Draughon Range and Fleet Logistics Center Yokosuka Hachinohe Fuel Terminal, with the exception of the Misawa AB Airfield. 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, 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 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 period, option year one (1), option year two (2), option year three (3), and option year four (4), 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.

01 11 00‐2

1.1.1.2 SURVEY AND TEST

ELIN A001, B001, C001, D001 and E001, 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, C002, D002,and E002, Quantity Survey of Current Condition for Concrete Sidewalk, Curb, Gutter and Construction Area, One section per Extension 10 m

A survey for the concrete sidewalk, curb and gutter project only to identify/verify required items of work and quantities 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 concrete curbs, sidewalk, curb, gutters and construction area 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 quantities of extension 10 meter increments, appropriate to the scope of the Subject Task Order.

ELIN A003, B003, C003, D003 and E003, Quantity Survey and Report, Geotextile Work A survey to identify/verify required items of pavement cracks and joint seal quantities shall be per linear meter (LM) described in the Task Order (DD 1155) by physically measuring. The report shall consist of a report per each required item, identifying quantity, unit price, AutoCAD drawings/files by updating the Government’s provided files and amount for individual or pavement crack, joint seal, all concrete joint for geotextile and total cost to complete the work.

ELIN A004, B004, C004, D004 and E004, Quantity Survey and Report, Pavement Markings A survey for the pavement marking only project to identify/verify required items of pavement marking quantities shall be per linear meter (LM) described in the Task Order (DD 1155) by physically measuring. The report shall consist of a report per each required item, identifying quantity, unit price, AutoCAD drawings/ files by updating the Government’s provided files and amount for individual pavement marking items, respectively, and total cost to complete the work.

01 11 00‐3

ELIN A005, B005, C005, D005 and E005, Field CBR and Laboratory Tests of

Roads, Parking Lots and Other Surfaces Field CBR (California Bearing Ratio) and laboratory test of roads, parking lots and other surfaces shall be per each (EA) test completed, including and not limited to saw cutting a 1 meter by 2 meter rectangle, removal of Asphalt Concrete (AC), performing a field CBR test and in-place density test, determining the thickness, sampling and testing in-place base/subbase course, backfilling and compacting, reconstruction of pavement structure, performing certified laboratory tests for base course, Sub base course, and Sub-grade, and Submitting certified results of all tests in triplicate. Pavement shall be temporary restored at 4cm thickness using asphalt No. 2.

ELIN A006, B006, C006, D006 and E006, 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 A007, B007, C007, D007 and E007, 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 A008, B008, C008, D008 and E008, Construct Formwork

Construct 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 but not limited to preparatory work, pre-fabrication, installation, ties, shims, stakes, braces, etc., and removal.

ELIN A009, B009, C009, D009 and E009, 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, 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.

01 11 00‐4

ELIN A010, B010, C010, D010 and E010, Frost Inhibition Course (RC-40) ELIN A011, B011, C011, D011 and E011, Leveling Basis Crushed Stone (RC-40, Average thickness 30mm) ELIN A012, B012, C012, D012 and E012, 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 A013, B013, C013, D013 and E013, Place Concrete (21-8-25)

ELIN A014, B014, C014, D014 and E014, 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 A015, B015, C015, D015 and E015, 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 A016, B016, C016, D016 and E016, Temporary Construction Fence, 1.8m

Height x 1.8m Length Install and remove temporary construction fence 1.8m height x 1.8m length shall be each (EA) per day (EA/DAY) of installed and removed temporary construction fence, including but not limited to all required components to install, maintain, and remove the temporary fence during construction work.

ELIN A017, B017, C017, D017 and E017, Temporary Construction Traffic Cone with Lights Install and remove temporary construction traffic cone with lights, include all required components shall be each per day (EA/DAY) of installed and removed temporary construction traffic cone, including but not limited to all required components to install, maintain, and remove the temporary construction traffic cone during construction work.

ELIN A018, B018, C018, D018 and E018, Temporary Construction Barricades

4m long x 0.75m height with Lights Temporary construction barricades 4m long x 0.75m height with lights, include all required components shall be each per day (EA/DAY) of installed and removed temporary construction barricades, including but not limited to all required components to install, maintain, and remove the temporary construction barricades during construction work.

01 11 00‐5

ELIN A019, B019, C019, D019 and E019, 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 and concrete products, including but not limited to provide equipment, transporting, unloading, loading and site cleanup.

ELIN A020, B020, C020, D020 and E020, Transportation of Removed Cold Mill

AC from Construction Site to Stock Yard/on Base Transportation of removed cold mill AC from construction site to stock yard/on

Base shall be per cubic meters (CM) of transported cold milling AC, including but not limited to provide equipment, transporting, unloading, loading and site cleanup.

ELIN A021, B021, C021, D021 and E021, 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 A022, B022, C 022, D022 and E022, Transportation of Heavy Equipment with Trailer/Truck within Airfield Clear Zone

Transportation of heavy equipment with trailer/truck on base shall be per one-way (WAY) of transported heavy vehicle equipment at site, including but not limited to provide trailer/truck, loading, transporting, unloading, and site cleanup.

Trailer/truck contains the truck and trailer. The contractor shall remove the construction heavy equipment from Airfield Clear Zone after completion of the construction work per day.

ELIN A023, B023, C023, D023 and E023, Transportation of Heavy Equipment with Self/Truck within Airfield Clear Zone

Transportation of heavy equipment with self/truck on base shall be per one-way (WAY) of transported heavy vehicle equipment at site, including but not limited to provide self/truck, loading, transporting, unloading, and site cleanup. Self/truck contains a truck. The contractor shall remove the construction heavy equipment from Airfield Clear Zone after completion of the construction work per day.

ELIN A024, B024, C024, D024 and E024, 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.

1.1.1.4 ASPHALT PAVING WORK

ELIN A025, B025, C025, D025 and E025, 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.

01 11 00‐6

ELIN A026, B026, C026, D026 and E026, 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 A027, B027, C027, D027 and E027, 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 A028, B028, C028, D028 and E028, 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 A029, B029, C029, D029 and E029, Leveling AC Pavement (Recycled AC No.1, Average thickness 40mm) Leveling AC pavement (recycled AC No.1, 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.

ELIN A030, B030, C030, D030 and E030, 50mm Thick Recycled AC

Intermediate Course (AC No.1) ELIN A031, B031, C031, D031 and E031, 50mm Thick Recycled AC Intermediate Course (AC No.2)

ELIN A032, B032, C032, D032 and E032, 50mm Thick Recycled AC Wearing Course (AC No.5)

50mm thick recycled AC intermediate course(AC No.1),(AC No.2)/AC wearing course(AC No.5) shall be per compacted square meter (SM.) of AC pavement, including and not limited to compaction, AC placement, compaction and testing.

ELIN A033, B033, C033, D033 and E033, Construct AC Surface by Modified

Asphalt (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 A034, B034, C034, D034 and E034, Prime Coat (PK-3) ELIN A035, B035, C035, D035 and E035, Tack Coat (PK-4)

ELIN A036, B036, C036, D036 and E036, 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, 01 11 00‐7 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 A037, B037, C037, D037 and E037, 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.

1.1.1.5 CONCRETE PAVING WORK

ELIN A038, B038, C038, D038 and E038, Doweled Construction Joint Doweled construction joint shall be per each (EA) of new dowelled bar, including but not limited to drilling, setting of dowelled bar, and clean-up.

ELIN A039, B039, C039, D039 and E039, Construct Concrete Pavement (Labor) Construct concrete pavement (labor) shall be per cubic meter (CM.) of concrete pavement complete in-place, including but not limited to surface preparation, concrete placing, vibrating, finishing, curing and protection, restoration work and testing.

1.1.1.6 GEOTEXTILE WORK

ELIN A040, B040, C040, D040 and E040, Removal and Disposal Existing Crack Seal (Include Cleaning)

Removal and disposal existing crack seal (include cleaning) shall be per linear meter (LM.), including but not limited to remove existing sealant, clean & dry surface, clean-up.

ELIN A041, B041, C041, D041 and E041, Install Seal Joint of PCC Install seal joint of PCC shall be per linear meter (LM.), including but not limited to primer coat, application of sealant, protection from traffic until cured, and clean-up.

ELIN A042, B042, C042, D042 and C042, Install Seal Joint of AC Install seal joint of AC shall be per linear meter (LM.), including but not limited to primer coat, application of sealant, protection from traffic until cured, and clean-up.

ELIN A043, B043, C043, D043 and E043, Saw Cutting of AC for Joint Sealing Saw cutting of AC for joint sealing shall be per linear meter (LM.), including but not limited to saw cutting, clean & dry surface, clean-up.

ELIN A044, B044, C044, D044 and E044, Install Geotextile Install geotextile shall be per square meter (SM.) of geotextile, and ready for asphalt paving, including but not limited to preparatory work, installation and all other miscellaneous materials and work.

1.1.1.7 SIDEWALK, CURBS, and GUTTERS WORK

01 11 00‐8

ELIN A045, B045, C045, D045 and E045, Base Course (RC-40, T=100mm) Base course (RC-40, T=100mm) shall be per cubic meter (SM.) of compacted spreading and compaction, testing and clean-up.

ELIN A046, B046, C046, D046 and E046, Frost Inhibition Course (Sand) Frost inhibition course (sand) shall be per cubic meter (CM.) of compacted spreading and compaction, testing and clean-up.

ELIN A047, B047, C047, D047 and E047, 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 A048, B048, C048, D048 and E048, Install Roadbed Paper Install roadbed paper shall be per square meter (SM.) of roadbed paper material in-place and ready for use, including but not limited to preparatory work and installation.

ELIN A049, B049, C049, D049 and E049, 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 A050, B050, C050, D050 and E050, 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 A051, B051, C051, D051 and E051, Contraction Joint Cutter Contraction joint cutter shall be per linear meter (LM.), including but not limited to cutting and clean-up.

ELIN A052, B052, C052, D052 and E052, 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.

1.1.1.8 PAVEMENT MARKINGS, TRAFFIC SAFTY WORK

ELIN A053, B053, C053, D053 and E053, Removal of Pavement Marking

(W=15cm) Removal of pavement marking (W=15cm) shall be per linear meter (LM.) of removed paint without damage to existing AC or PCC surfaces, including but not limited to preparatory work, application of grinder, and clean-up.

01 11 00‐9

ELIN A054, B054, C054, D054 and E054, 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 A055, B055, C055, D055 and E055, Install Non-Reflective Marking, White (W=15cm) Install non-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 for non-reflective markings, protection until dry, and clean-up.

ELIN A056, B056, C056, D056 and E056, 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.

ELIN A057, B057, C057, D057 and E057, 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 A058, B058, C058, D058 and E058, Install Traffic Sign & Post Install traffic sign & post shall be per each (EA.) of traffic sign & post installed in-place, including but not limited to removal and disposal of excavated materials, leveling mortar, formwork, concrete footing, installation of post/sign, curing, and clean-up.

ELIN A059, B059, C059, D059 and E059, Relocate Traffic Sign & Post

Relocate traffic sign & post shall be per each (EA.) of traffic sign w/foundation relocated, complete and ready for use, including but not limited to removal, re-installation and clean-up.

1.1.1.9 EARTH WORK, SODDING, PLANTING WORK

ELIN A060, B060, C060, D060 and E060, 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 A061, B061, C061, D061 and E061, 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, base

01 11 00‐10 course and subbase course material to predetermined elevations, leveling grading and loading.

ELIN A062, B062, C062, D062 and E062, 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 A063, B063, C063, D063 and E063, Construct Embankment with Excavated Soil Construct embankment with 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 A064, B064, C064, D064 and E064, Construct Embankment with New Soil Construct embankment with new soil shall be per cubic meter (CM.) of compacted material in-place and ready for use, including but not limited to preparatory work, spreading and compaction and clean-up.

ELIN A065, B065, C065, D065 and E065, 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 A066, B066, C066, D066 and E066, 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 A067, B067, C067, D067 and E067, 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 A068, B068, C068, D068 and E068, 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 A069, B069, C069, D069 and E069, 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.

1.1.1.10 SANITARY SEWER, DRAINAGE WORK

ELIN A070, B070, C070, D070 and E070, Install 200mm VU Rib Pipe

01 11 00‐11

Install 200mm 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 A071, B071, C071, D071 and E071, Install New Manhole Frame and Cover

(T-25) ELIN A072, B072, C072, D072 and E072, Install New Manhole Frame and Cover

(T-6) Install new manhole frame and cover (T-25/T-6) 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 A073, B073, C073, D073 and E073, 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, fitting frame and cover, curing and clean-up.

ELIN A074, B074, C074, D074 and E074, Install New Concrete Frame and Grating Cover (T-25) of Gutter Inlet

Install new concrete frame and grating cover (T-25) 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 A075, B075, C075, D075 and E075, Install New Gutter Inlet with Pre-cast Concrete Structures, Inlet Height 1.3m less than

Install new gutter inlet with pre-cast concrete structures, inlet height 1.3m less than 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 A076, B076, C076, D076 and E076, 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 A077, B077, C077, D077 and E077, Install New Frame and Grating Cover (T-25) for Catch Basin, 600 mm square Install new frame and grating cover (T-25) for catch basin, 600 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.

ELIN A078, B078, C078, D078 and E078, Install New Frame and Grating Cover (T-25) for Catch Basin, 900 mm square

01 11 00‐12

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.

1.1.1.11 ELECTRICAL WORK

ELIN A079, B079, C079, D079 and E079, Install FEP 30 mm Install FEP 30 mm shall be per linear meter (LM.) of FEP 30 mm installed, complete and ready for use, including but not limited to preparatory work and installation.

1.1.1.12 WATER LINE WORK

ELIN A080, B080, C080, D080 and E080, 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.

1.1.1.13 REMOVAL AND DISPOSAL WORK

ELIN A081, B081, C081, D081 and E081, Saw Cutting of Existing AC Pavement, less than 15cm ELIN A082, B082, C082, D082 and E082, Saw Cutting of Existing AC Pavement, 15cm or more and less than 30cm ELIN A083, B083, C083, D083 and E083, Saw Cutting of Existing Concrete

Pavement, less than 15cm ELIN A084, B084, C084, D084 and E084, Saw Cutting of Existing Concrete

Pavement, 15cm or more and less than 30cm 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 cleaning.

ELIN A085, B085, C085, D085 and E085, Cold Milling of AC Pavement, less than 6cm ELIN A086, B086, C086, D086 and E086, 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 A087, B087, C087, D087 and E087, Removal of AC Pavement, less than

10cm ELIN A088, B088, C088, D088 and E088, Removal of AC Pavement, 10cm or more and less than 20cm

01 11 00‐13

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 A089, B089, C089, D089 and E089, Removal of Reinforced Concrete by

Labor ELIN A090, B090, C090, D090 and E090, Removal of Reinforced Concrete by

Machine Removal of reinforced concrete by labor/machine shall be per cubic meter (CM.)

of concrete removed including and not limited to demolition, saw cutting, removal of reinforced concrete, and site cleaning.

ELIN A091, B091, C091, D091 and E091, Removal of Plain Concrete by Labor ELIN A092, B092, C092, D092 and E092, Removal of Plain Concrete by

Machine Removal of plain concrete by labor/machine shall be per cubic meter (CM.) of concrete removed including and not limited to demolition, saw cutting, removal of plain concrete, and site cleaning.

ELIN A093, B093, C093, D093 and E093, 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 A094, B094, C094, D094 and E094, 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 A095, B095, C095, D095 and E095, 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 A096, B096, C096, D096 and E096, Removal of Existing Tree and Stump, Circumference of tree less than 20cm ELIN A097, B097, C097, D097 and E097, Removal of Existing Tree and Stump, Circumference of tree 21～30cm ELIN A098, B098, C098, D098 and E098, Removal of Existing Tree and Stump, Circumference of tree 31～60cm ELIN A099, B099, C099, D099 and E099, Removal of Existing Tree and Stump, Circumference of tree 61～90cm Removal of existing tree and stump, circumference of tree less than 20cm/20～

30cm/31～60cm/61～90cm shall be per each (EA.) of tree in place, including and not limited to excavation, cut of tree, stock of tree and loading.

01 11 00‐14

ELIN A100, B100, C100, D100 and E100, Removal of PVC Pipe Removal of PVC pipe shall be per linear meter (LM.) of pipe, including and not limited to excavation, cutting, cap, plug, removal of water pipe, backfilling and site cleaning.

ELIN A101, B101, C101, D101 and E101, 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 maintaining, and hauling route cleaning for any material fall by the contractor.

ELIN A102, B102, C102, D102 and E102, Hauling and Disposal of Asphalt

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

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

ELIN A103, B103, C103, D103 and E103, 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

ELIN A104, B104, C104, D104 and E104, Hauling and Disposal of Plain

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

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

ELIN A105, B105, C105, D105 and E105, Hauling and Disposal of Reinforced

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

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

ELIN A106, B106, C106, D106 and E106, 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 maintaining, and hauling route cleaning for any material fall by the contractor.

01 11 00‐15

ELIN A107, B107, C107, D107 and E107, 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 maintaining, and hauling route cleaning for any material fall by the contractor.

ELIN A108, B108, C108, D108 and E108, 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 maintaining, and hauling route cleaning for any material fall by the contractor.

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

01 11 00‐16

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 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)

01 11 00‐17

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 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 Draughon Range and 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

01 11 00‐18 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 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 CQC manager 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 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. Coordination with the Contracting Officer's Representative (COR) 30 days in

01 11 00‐19 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.

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 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, and vehicles requiring access to Misawa Air Base in order to perform this contract.

(1) 5AF form 99EJ, 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.

1.10 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. 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).

01 11 00‐20

1.11 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 911 from a base phone or 0176-53-1911 from a mobile phone or off-base.

1.12 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.

1.13 ENGLISH SPEAKING REPRESENTATIVE

At all times during the contract period the contractor shall have an employee capable of fluent bilingual (Japanese & English) speech at the job site. The bilingual interpreter shall have the capability to receive and issue technical explanations and instructions between the Government representatives and the contractor concerning all aspects of contract administration and construction.

The Contracting Officer shall have the explicit right to determine acceptability or rejection of the proposed individual. In addition, the Contractor shall be responsible to replace said individual upon notification by the Government should performance become inadequate during the contract period. An Interpreter shall attend each meeting/conference between the Contractor and the Government.

1.14 WRITTEN COMMUNICATION IN ENGLISH

All submittals required under this contract (including but not limited to: safety analysis plan, quality control plan, all correspondence, and all other written communications, documents, sketches, reports, manuals, etc.) shall be written in English or translated into English before being provided to the Government by

PART 2 – PERTINENT INFORMATION

2.1 BASE REGULATIONS

The Contractor, Contractor’s employees, and subcontractor(s) shall become familiar with and fully comply with all Base Regulations, including fire, traffic, 01 11 00‐21 safety, and security regulations. All contractor workers shall keep themselves within the limits of the work site (and avenues of ingress and egress), and shall not enter any restricted areas unless required to do so and are cleared for such entry. The Contractor’s equipment shall be conspicuously marked for identification.

2.2 WORK CLEARANCE PERMIT

30 days prior to commencement of work, the contractor is required to submit the work-clearance permit (AF Form 103) to the Contracting Officer's Representative (COR), along with requests for the temporary installation of contractor provided field office and/or portable toilet(s).

2.3 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.

2.4 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.

2.5 AVAILABITY OF SANITARY FACILITIES

Toilet facilities are: * available * not available for contractor's use.

2.6 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.

2.7 SAFETY REQUIREMENTS

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 with lights.

01 11 00‐22

2.8 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. Barricades shall be at least 0.75m high and will normally be striped with yellow on black. Barricades used at night must be reflective.

b. Sufficient yellow flashers or electric lamps shall be used at night to mark excavations and areas closed to traffic.

2.9 SPECIAL SAFETY PRECAUTION

All personnel working at a height of 6 feet or above will be protected from potential falls by the use of standard guardrail, engineered fall protection systems, personal fall arrest systems, or the equivalent. The contractor shall take all precautions to insure that the safety and convenience of the occupants of surrounding facilities are protected. Any damage caused by the contractor to existing structures and associated equipment shall be restored to the original condition by the contractor.

2.10 BASE FIRE AND SAFETY REGULATIONS

In addition to the requirements of the contract clause FAR 52.236-13 and its

Alternate I, Accident Prevention, the contractor shall comply with all pertinent requirements of 35 FWI 32-C001, Fire Prevention and Protection.