05._Attach_1-Contract_Spec.pdf

DEPARTMENT OF THE ARMY

US ARMY GARRISON JAPAN

DIRECTORATE OF PUBLIC WORKS

APO Area Pacific 96343-5006

CONTRACT SPECIFICATION

FOR

A-12-100

(HF-00191-1J)

INDEFINITE DELIVERY / INDEFINITE QUANTITY (IDIQ) CONTRACT FOR PAVING AND

FENCING, U.S. ARMY INSTALLATIONS WITHIN HONSHU, JAPAN

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A12100

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 35 30 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 35 43 ENVIRONMENTAL MANAGEMENT

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 15 14 EXPANSION JOINTS IN CONCRETE FOR CIVIL WORKS

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 50 00 METAL: MISCELLANEOUS AND FABRICATIONS (GUARD RAIL AND

CABLE BARRIER)

DIVISION 10 - SPECIALTIES

10 14 01 EXTERIOR SIGNAGE

DIVISION 31 - EARTHWORK

31 23 00 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 12 18 SEMI-FLEXIBLE PAVEMENT SURFACING MATERIAL

32 13 13 PORTLAND CEMENT CONCRETE PAVEMENT

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 31 13 HIGH-SECURITY CHAIN LINK FENCES

32 92 23 SODDING

32 96 01 TRIMMING, PRUNING, AND REMOVAL OF TREES

DIVISION 33 - UTILITIES

33 05 16 GOLF BALL RESTRAINING NET AND CONCRETE POLES

33 40 00 STORM DRAINAGE UTILITIES

ATTACHMENT SKETCHES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

Guide Specifications and Supervision by Ministry of Land, Infrastructure and Transport (MLIT)

MLIT MGS C Master Guide Specifications for Civil Work (Doboku Kouji Kyotsu Shiyou-sho)

JAPAN INDUSTRIAL STANDARDS (JIS)

JIS A-1210 Test Method for Soil Compaction Using a Rammer

JIS A-1211 Test Methods for the California Bearing Ratio (CBR) of Soils in Laboratory

JIS A-1215 Method for Plate Load Test on Soils for Road

JIS A-1222 Test Method for California Bearing Ration (CBR) of Soils in place

1.2 SCOPE

The work covered by these contract documents consist of furnishing all supervision, labor, equipment, and materials necessary to perform all operations required to complete ready for use unless otherwise specified herein this specification.

1.3 SUBMITTALS

The following shall be submitted to the Contracting Officer for approval.

SD-01 Preconstruction Submittals

Safety Plan

Environmental Plan

Memorandum for Hazardous Material Usage

SD-07 Certificates

Site Safety and Health Officer

Site Manager

SECTION 01 11 00 Page 1

SD-11 Closeout Submittals

As-Built Drawing

1.4 PRINCIPAL FEATURES OF WORK

The following principal features are expressed in general terms and in no way shall limit the responsibility of the contractor in performing all work indicated or required to provide a complete and usable facility.

The work items for sustainment, restoration and modernization work for pavement and fence, including, but not limited to, all other civil related and incidental work are described in paragraph 1.6 EXPLANATION OF WORK ITEMS in this section and SKETCHES attached to the specification.

The major description of work to be performed under this contract are described on the sketches. The principal features not particularly mentioned on the sketches shall be contained and described in the Explanation of Work Items. Price for each work item shall include all necessary costs to complete the item, including all related work such as quality control, submitting all necessary items for Government approval, test reports, obtaining of all necessary qualification, etc. Payment will be made as compensation for work performed and completed in accordance with the sketches and specification, and accepted by the government in accordance with the terms and conditions of the contract.

The indefinite delivery / indefinite quantity (IDIQ) contract projects shall cover at U.S. Army Installations within Honshu including Camp Zama, Sagamihara Family Housing Area, Sagami General Depot, Yokohama North Dock, Akasaka Press Center, Akizuki Ammunition Depot, Hiro Ammunition Depot, Kawakami Ammunition Depot, Kure Pier 6, and Ondo Family Housing Area.

1.5 PERFORMANCE PERIODS AND COMMENCEMENT OF WORK

The contractor shall be given the following calendar days as a performance period to complete each individual project. Each performance period includes the contractor's material procurement, mobilization, on-site work time only, and all other work are excluded.

Value of Project (Yen) Performance Period (Calendar days)

1,000,000 or less 60 1,000,001 to 5,000,000 90 5,000,001 to 10,000,0000 120 10,000,001 or over (See Note 3 below)

Note 1: The contractor shall be given additional thirty (30) calendar days for procurement of materials for precast concrete poles (Item No. 74), guard rail SS-type (Item No. 46) in each project.

Note 2: The contractor shall be given additional sixty (60) calendar days for procurement of materials for fence (Item No. 51, 52, 53, 54, 55, 59, 61, 62, 63, 64 and 65), wire cable (Item No. 60), and heliport Marking (Item No.30) in each project.

In cases which both conditions described in Note 1 and Note 2 above are included in a project, only a longer period of sixty (60) calendar days shall govern.

SECTION 01 11 00 Page 2

Note 3: When the value of the project is 10,000,001 Yen or above, the contractor shall propose a perfomance period. If the contracting officer determines to be necessary,the proposed period will be negotiated.

The Government may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. The Government reserves the right to request additional submittal items to the contractor during the performance period.

1.6 EXPLANATION OF WORK ITEMS

Item No.1: The work for removal of existing asphalt concrete paved surface shall be completed with related work including, but not limited to, cutting, removal, disposal of existing asphalt concrete surface to an off base approved facility/site, but excluding preparation of underlying courses and re-compaction.

Item No.2: The work for removal of existing plain concrete structures shall be completed with related work including, but not limited to, cutting, removal, disposal of existing structure to an off base approved facility/site, but excluding preparation of underlying courses and re-compaction.

Item No.3: The work for removal of existing reinforced concrete structures shall be completed with related work including, but not limited to, cutting, earth work, removal and disposal of subgrade, base course, subbase course, and existing reinforced concrete structure to an off base approved facility/site.

Item No.4: The work for excavation and disposal of excess materials to an off-base approved facility/site shall be completed with related work including, but not limited to, preparation of underlying courses, compaction, and grading.

Item No.5: The work for excavation and backfilling shall be completed with related work including, but not limited to, preparation of underlying courses, compaction, and grading.

Item No.6: The work for filling borrow materials shall be completed with related work including, but not limited to, preparation of underlying courses, compaction, and grading.

Item No.7: The work for removal of 50 mm thick cold-milling of existing asphalt concrete surface course on paved surfaces shall be completed with related work.

Item No.8: The work for removal of tree with stump and tree support shall be completed including, but not limited to removal, disposal of existing trees and stump to an off base approved facility/site, and other associated work.

Item No.9: The work for removal of shrub, stump and tree support shall be completed including, but not limited to removal, disposal of existing trees and stump, to an off base approved facility/site and other associated work.

Item No.10: The work for trimming of branches of trees and shrub shall be completed including, but not limited to removal, disposal of trimmed items, to an off base approved facility/site, and other associated work.

SECTION 01 11 00 Page 3

Item No.11: The work for common labor (Keisagyo-in) shall be completed including, but not limited to human-power (removal and relocation work, etc) on the site and other associated work .

Item No.12: The work for overlayment of 50 mm thick asphalt concrete surface course on paved surfaces shall be completed with related work including, but not limited to, providing asphalt concrete leveling course, applying tack coat, and cleaning underlying course.

Item No.13: The work for construction of 50 mm thick asphalt concrete surface course, binder course and base course of bituminous stabilization (Hot-mixed type) shall be completed with related work including, but not limited to, re-compaction of existing base course, applying of prime coat, tack coat, and installation of leveling base course at depressed area.

Item No.14: The work for construction of 50 mm thick semi-flexible pavement shall be completed with related work including, but not limited to applying tack coat.

Item No.15: The work for construction of 50 mm thick porous asphalt concrete surface course with polymer modified asphalt (type H) shall be completed with related work including, but not limited to, installation of aqueduct drain pipe, connection of drainage system, and applying emulsified modified asphalt (PKR-T) tack coat.

Item No.16: The work for construction of 100 mm thick water permeable asphalt concrete pavement of two(2) layers consisting of 50 mm thick water permeable asphalt concrete surface course, 50 mm thick water permeable asphalt concrete binder course shall be completed with related work including, but not limited to, applying emulsified modified asphalt (PKR-t) tack coat and prime coat.

Item No.17: The work for construction of 200 mm thick concrete pavement shall be completed with related work including, but not limited to, re-compaction and providing of leveling base course at depressed area, installation of metal joint, expansion / contraction joints, sealant, curing, protection, and testing.

Item No.18: The work for construction of 100 mm thick water permeable concrete surface course shall be completed with related work including, but not limited to, installation of expansion joint and contraction joint and other associated work.

Item No.19: The work for construction of plain concrete structures shall be completed with related work including, but not limited to, preparation and compaction of subgrade, providing of leveling concrete, earth work, shoring system, installation of base course/ subbase course, asphalt concrete work, concrete work, grading, sodding, installation of expansion joints, curing, protection, and testing, removal and disposal of existing structure to an off base approved facility/site.

Item No.20: The work for construction of reinforced concrete structures shall be completed with related work including, but not limited to, preparation and compaction of subgrade, providing of leveling concrete, earth work, shoring system, installation of base course/ subbase course, asphalt concrete work, concrete work, grading, sodding, installation of expansion joints, curing, protection, and testing, removal and disposal of existing structure to an off-base approved facility/site.

SECTION 01 11 00 Page 4

Item No.21: The work for installation of aggregate base course, M-40, shall be completed with related work including, but not limited to, preparation and compaction of base course and subgrade.

Item No.22: The work for installation of aggregate subbase course, C-40, shall be completed with related work including, but not limited to, preparation and compaction of base course and subgrade.

Item No.23: The work for installation of aggregate subbase course, RC-40, shall be completed with related work including, but not limited to, preparation and compaction of base course and subgrade

Item No.24: The work for construction of base and/or subbase courses (not more than 60 centimeter in depth) with cement stabilization shall be completed with related work including, but not limited to, conducting soil test, construction of construction joint of cross section and other related work to completed the work.

Item No.25: The work for installation and repairing of cracks with membrane on asphalt concrete or concrete pavement shall be completed with related work including, but not limited to, cutting, applying of tack coat, removing of existing deteriorated sealant and resealing, and applying of reflection cracking-stop membrane.

Item No.26: The work for routing and sealing cracks on existing asphalt concrete or concrete pavement shall be completed with related work.

Item No.27: The work for installation of solid sodding shall be completed with related work including, but not limited to, compaction of subgrade, and applying top soil, and grading

Item No.28: The work for applying pavement marking (reflective paint) shall be completed with related work.

Item No.29: The work for removal of existing traffic paint shall be completed with related work.

Item No.30: The work for applying heliport marking (reflective paint) shall be completed with related work including, but not limit to applying reflective media and other associated work.

Item No.31: The work for installation of concrete curbs and gutters shall be completed with related work including, but not limited to, cutting, earth work, installation of base/subbase course, preparation of subgrade, compaction of subbase/subbase course, providing of leveling mortar, applying of prime/tack coat, concrete work, asphalt concrete work, installation of expansion joint, grading, and sodding, removal and disposal of existing structures to an off-base approved facility/site.

Item No.32: The work for installation of gutter inlet shall be completed with related work including, but not limited to, cutting, earth work, preparation and compaction of subgrade, installation of subbase/base course, concrete work, asphalt concrete work, installation of expansion joint/sealant, grading, and sodding, removal and disposal of existing structure to an off-base approved facility/site.

Item No.33: The work for installation of 240 mm or 300 mm precast concrete U-type ditch shall be completed with related work including, but not limited to, cutting, preparation and compaction of subgrade, earth work, SECTION 01 11 00 Page 5 installation of base/subbase course, compaction of subbase/subbase course, concrete work, asphalt concrete work , grading, sodding, removal and disposal of existing structures to an off-base approved facility/site.

Item No.34: The work for installation of steel grating (T-25) for U-type ditch shall be completed with related work including, but not limited to, installation of frame and anchor.

Item No.35: The work for installation of catch basin shall be completed with related work including, but not limited to, installation of steel grating (T-25) cover / frames, cutting, preparation and compaction of subgrade, installation of base/subbase course, concrete work, asphalt concrete work, sodding, removal and disposal of existing structures to an off base approved facility/site.

Item No.36: The work for installation of reinforced precast concrete manhole shall be completed with related work including, but not limited to, installation of steps, cast iron manhole cover (T-25), frame, cutting, preparation and compaction of subgrade, earth work, installation of base/subbase course, shoring system, concrete work, asphalt concrete work, sodding, rerouting of existing water, electric, other utilities lines, removal and disposal of existing structure to an off base approved facility/site.

Item No.37: The work for installation of 200 mm to 300 mm diameter PVC drain pipe lines (RR-Type) shall be completed with related work including, but not limited to, installation of epoxy resin bond, cutting, preparation and compaction of subgrade, earth work, installation of base/subbase course, shoring system, concrete work, asphalt concrete work, sodding, rerouting of existing water, electric, other utilities lines, removal and disposal of existing structure to an off base approved facility/site.

Item No.38: The work for installation of 300 mm to 450 mm diameter concrete drain pipe lines shall be completed with related work including, but not limited to, cutting, compaction of subgrade, earth work, preparation and compaction of subgrade, installation of base/subbase course, shoring system, concrete work, asphalt concrete work, sodding, rerouting of existing water, electric, other utilities line, removal and disposal of existing structure to an off base approved facility/site.

Item No.39: The work for raising / lowering of existing manhole frame and cover shall be completed with related work including, but not limited to, installation of concrete manhole block, cutting, earth work, preparation and compaction of subgrade, installation of base/subbase course, concrete work, asphalt concrete work, sodding, and disposal of existing structure to an off base approved facility/site.

Item No.40: The work for raising / lowering of existing handhole/catch basin and cover shall be completed with related work including, but not limited to, installation of existing frame, and cover, and concrete work, installation and welding of reinforcing bar, providing of epoxy adhesive, cutting, earth work, preparation and compaction of subgrade, installation of base/subbase course, concrete work, asphalt concrete work, sodding, and disposal of existing structure to an off base approved facility/site.

Item No.41: The work for raising / lowering of existing gate valve cover and box shall be completed with related work including, but not limited to, replacing of cast iron valve cover, concrete work, cutting, earth work, preparation and compaction of subgrade, installation of base/subbase

SECTION 01 11 00 Page 6 course, asphalt concrete work, sodding, and disposal of existing structure to an off base approved facility/site.

Item No.42: The work for replacement of existing manhole or catch basin frame and cover with cast iron manhole / grating cover (T-25) shall be completed with related work including, but not limited to, installation of concrete manhole block, adjustable block, applying of epoxy adhesive, installation and welding of reinforcing bar, cutting, earth work, preparation and compaction of subgrade, installation of base/subbase course, concrete work, asphalt concrete work, sodding, and disposal of existing structure to an off base approved facility/site.

Item No.43: The work for installation of traffic sign shall be completed with related work including but not limited to, concrete footing, cutting, compaction of subgrade, earth work, preparation and compaction of subgrade, installation of base course, concrete work, asphalt concrete work, sodding, rerouting of existing water, electric, other utilities line, removal and disposal of existing structure to an off base approved facility/site.

Item No.44: The work for installation of traffic plate shall be completed with related work including but not limited to, other associated work.

Item No.45: The work for installation of guard rail (Type B) shall be completed with related work including, but not limited to, installation of reinforcing bar, post, beam, re-paving of damaged pavement and sodding, paint work.

Item No.46: The work for installation of guard rail for vehicle barrier (Type SS) shall be completed with related work including, but not limited to, installation of upper beam, post for upper beam, steel post, earthwork, shoring system, re-paving of damaged pavement, sodding, paint work, removal, disposal work to an off base approved facility/site, and other associated work.

Item No.47: The work for removal of existing chain link fence and gate shall be completed with related work including, but not limited to, shoring work, removal of concrete footing, posts, barbed wire, barbed wire supporting arms, railings, braces, truss rods, turnbuckles, tie wire, tension bar, cutting, earth work, concrete work, grounding system, re-paving work, concrete work, sodding, and removal and disposal of existing structure to an off base approved facility/site.

Item No.48: The work for removal of existing chain link fence and gate shall be completed with related work including, but not limited to, shoring work, removal of concrete wall foundation, posts, barbed wire, barbed wire supporting arms, railings, tie wire, tension bars, cutting, earth work, concrete work, grounding system, re-paving work, concrete work, sodding, and removal and disposal of existing structures to an off base approved facility/site.

Item No.49: The work for removal of existing chain link fence and gate shall be completed with related work including, but not limited to, shoring work, removal of concrete block, concrete wall foundation, posts, arms, barbed wire, barbed wire supporting arms, railings, tie wire, tension bars, cutting, earth work, concrete work, shoring system, grounding system, repaving work, concrete work, sodding, and removal and disposal of existing structures to an off base approved facility/site.

Item No.50: The work for removal of existing double gate shall be completed

SECTION 01 11 00 Page 7 with related work including, but not limited to, shoring work, removal of concrete footing, posts, arms, railings, braces, truss rods, turnbuckles, tie wire, tension bar, cutting, earth work, concrete work, shoring system, grounding system, re-paving work, concrete work, sodding, and removal and disposal of existing structures to an off base approved facility/site.

Item No.51: The work for installation of security chain link fence with barbed wire shall be completed with related work including, shoring work, but not limited to, installation of steel work of post, barbed wire, barbed wire supporting arms, tension bar, railing, brace, truss rod, turnbuckle, tie wire, tension wire, painting work, and welding work.

Item No.52: The work for installation of security top guard on existing fence post shall be completed with related work including, but not limited to, welding, cutting, installation of top plate,and removal and disposal of existing structures to an off base approved facility/site.

Item No.53: The work for installation of security gate 1.5 m to 9.0 m wide with barbed wire shall be completed with related work including, but not limited to, shoring work, installation of steel work for steel bars, tension bars, truss rod, gate frames, gate post hinged supports, posts, railings, tension wire, brace, barbed wire, barbed wire supporting arms, chain link fabric, welding work, and painting work.

Item No.54: The work for installation of prefabricated chain link / wire mesh fence shall be completed with related work including, shoring work, but not limited to, installation of steel work of posts, tension bars, railings, braces, truss rods, turnbuckle, tie wire, tension wire, painting work, and welding work.

Item No.55: The work for installation of prefabricated gate (1.2 m to 3.0

m) shall be completed with related work including, but not limited to, shoring work, installation of steel work for tension bars, truss rods, gate frames, gate post hinged supports, posts, railings, tension wire, brace, chain link fabric, welding work, and painting work.

Item No.56: The work for installation of grounding system for fence and grating shall be completed with related work including, but not limited to, earth work, top soil, sodding, installation of base copper wire, grounding rods, welding work, and testing.(less than 25 or 10 ohms)

Item No.57: The work for construction of plain concrete foundation for fence, gate, and cable barrier shall be completed with related work including, but not limited to, shoring work, cutting, earth work, shoring system, re-paving work, concrete work, sodding, removal, and disposal of existing structures to an off base approved facility/site.

Item No.58: The work for construction of reinforced concrete block for fence shall be completed with related work including, but not limited to, shoring work, installation of mortar, reinforcing bar, excluding removal and disposal of existing structures to an off base approved facility/site.

Item No.59: The work for installation of dead man block for reinforced chain link security fence shall be completed with related work including, but not limited to, shoring work, steel work, posts, thread rods, anchor plates, turnbuckles with jaw end pulls, lock washers, hex nuts, concrete footings, painting work, and welding work.

Item No.60: The work for installation of 20 mm diameter wire cable for

SECTION 01 11 00 Page 8 reinforced chain link security fence and cable barrieer, and fastening materials shall be completed with related work including, but not limited to, adjustment of wire cable and other associated items.

Item No.61: The work for replacement of fence post with arm shall be completed with related work including, but not limited to, shoring work, construction of concrete foundation, cutting, earth work, replacement of damaged sodding, damaged pavement, removal and disposal of existing structures to an off base approved facility/site.

Item No.62: The work for replacement of chain link fabric shall be completed with related work including, but not limited to, installation of tie wire, tension wire, removal and disposal of existing structures to an off base approved facility/site.

Item No.63: The work for replacement of barbed wire shall be completed with related work including, but not limited to, installation of tie wire for posts and arms, removal and disposal of existing steel materials to an off base approved facility/site.

Item No.64: The work for replacement of rails shall be completed with related work including, but not limited to, installation of tie wire, tie bands, welding work, paint work, connection attachment, removal and disposal of existing structures to an off base approved facility/site.

Item No.65: The work for replacement of truss rods and bracing posts shall be completed with related work including, but not limited to, installation of turnbuckle, tension bar, tie wire, tie bands, steel plate, welding work, paint work, removal and disposal of existing structures to an off base approved facility/site.

Item No.66: The work for applying high zinc dust content paint for fence shall be completed with related work including, but not limited to, applying of two coats of paint, and removing of rust and existing paint coats from existing structure surfaces to an off base and surface preparation.

Item No.67: The work for erection and dismantle of temporary fence(Height 3 meter) and related other items shall be completed with related work including, but not limited to, replacement of damaged pavement and sodding of construction area.

Item No.68: The work for erection and dismantle of temporary fence (Height

1.8 meter) including flashing lights, and other realted itesm lighting shall be completed with related work including, but not limited to, replacement of damaged pavement and sodding of construction area.

Item No.69: The installation of replacement of golf nets (more than 24 square meter) shall be completed with related work including, but not limited to, associated ropes and disposal of removed / replaced item to an off base approved facility/site.

Item No.70: The installation of replacement of golf nets (24 square meter or less) shall be completed with related work including, but not limited to, associated ropes and disposal of removed / replaced items to an off base approved facility/site.

Item No.71: The installation of replacement of steel wire strands (38~70 square mm) shall be completed with related work including, but not limited

SECTION 01 11 00 Page 9 to, wire rope, thimble wire (fix and movable type) and disposal of removed / replaced items to an off base approved facility/site.

Item No.72: The work for replacement of steel bar with precast concrete anchor block shall be completed with related work including, but not limited to, earth work, sodding, and removal and disposal of existing structures to an off base approved facility/site.

Item No.73: The work for repairing and maintenance of golf net system, shall be completed with related work including, but not limited to, replacement of turnbuckle with double nuts, steel wire fastening, shackle, removal ,and disposal of existing structures to an off base approved facility/site.

Item No.74: The work for installation of golf net and concrete pole (type 17-22-15), shall be completed with related work including, but not limited to, installation of turnbuckle with double nuts, steel wire fastening, shackle, joint beam, foundation fetter block with U-bolt, steel band,other associated items, removal ,and disposal of existing structures to an off base approved facility/site.

Item No.75: The work for maintenance of existing winch shall be completed with related work including, but not limited to, lubrication winch and wheel, adjustment, replacement of steel bands, removal and disposal of existing accessories to an off base approved facility/site, and other associated items.

Item No.76: The work for applying epoxy (3coats) and polyurethane painting (1 coat) on steel pile of golf concrete pole shall be completed with related work including, but not limited to removing of rust (lead free) from existing structure surfaces, scaffolding and prevent scatter.

Item No.77: The work for applying epoxy (3coats) and polyurethane painting (1 coat) on the steel joint of golf concrete pole shall be completed with related work including, but not limited to removing of rust (lead free) from existing structure surfaces, scaffolding and prevent scatter.

Item No.78: The work for conducting California Bearing Ratio (CBR) test for pavement Structure conforming to JIS A-1211 and JIS A-1222 shall be completed with related work including, but not limited to preparation and restoration work.

Item No.79: The work for conducting plate load test on soil for road conforming to JIS A-1215 shall be completed with related work including, but not limited to preparation and restoration work.

Item No.80: The work for conducting soil compaction test using rammer conforming to JIS A-1210 shall be completed with related work including, but not limited to preparation and restoration work.

1.7 INSTALLATION/BASE PASS

The U.S. Government will issue all required Installation/Base Passes and Controlled Area Badges to contractor personnel at no cost to the contractor. The Prime contractor shall be responsible for all passes issued to his own or his subcontractor's employees under this contract.

The contractor shall return all applicable passes upon termination of employment or completion of this contract to the Japanese Pass Section, and a certificate of receipt shall be obtained. Final payment will be withheld

SECTION 01 11 00 Page 10 until the contractor has been relieved of all accountability and/or obtained the necessary pass clearance certificate for Government issued installation/base passes used in the performance of this contract.

1.8 AVAILABILITY OF FACILITY

The facility will be made available to the contractor from 8:00 A.M. to 4:45 P.M., Monday through Friday, 5 days a week, excluding U.S. holidays but including Japanese legal holidays.

U.S. Holidays:

1st of January New Year's Day 3rd Monday of January Martin Luther King Jr. Birthday 3rd Monday of February Washington's Birthday Last Monday of May Memorial Day 4th of July Independence Day 1st Monday of September Labor Day 2nd Monday of October Columbus Day 11th of November Veterans Day 4th Thursday of November Thanksgiving Day 25th of December Christmas Day

However, in order to minimize inconvenience to the facility users, utility outages, if needed, may require work outside the normal working hours/days stated above. The contractor shall coordinate any outage through the Construction Inspector in advance, as specified in this specification.

1.9 UTILITIES

Water and electric utilities will be furnished by the U.S. Government at no cost to the contractor.

Cross Connection: Contractor shall be responsible for preventing actual or potential cross connections between potable and non-potable water supply during the construction work. The contractor must notify the Construction Inspector for use, installation or maintenance of potable water service connection to ensure the following provision:

a. No water service connection will be installed / maintained to / at any premises where actual or potential cross connections to the potable water system may exist, unless such actual or potential cross connections are properly abated or controlled.

b. No connection will be installed or maintained whereby an auxiliary water supply may enter a public water system, unless such auxiliary water supply will have been approved by the Construction Inspector.

c. No water service connection will be installed / maintained to / at any premises in which the plumbing system, facilities and fixtures have not been constructed and installed using acceptable plumbing practices.

1.9.1 Utility Outage

The contractor shall submit a schedule of outage to the Construction Inspector and shall notify the Construction Inspector in writing no less than 21 days in advance of the proposed interruptions. Coordinate with the

SECTION 01 11 00 Page 11

Construction Inspector when this requirement of 21 days cannot be met.

1.9.2 Fire Protection System Outage

Provide at least 21 calendar days advance notice of planned utility outages including fire systems. Coordinate with the Construction Inspector when this requirement of 21 days cannot be met. In each request, specify each utility disconnected, the time and date the service will be deactivated and the anticipated time and date service will be reactivated. Do not disconnect or deactivate any base utility systems without advance Government Construction Inspector approval. Fire system disconnection and reactivation requires the coordination with Fire and Emergency Service Division through the Construction Inspector. No utility outages will be permitted until the contractor has submitted the request form and receives an approval of the Construction Inspector, and other applicable personnel.

1.10 TEMPORARY TELEPHONE

Upon request, the contractor may install in his field office a Government telephone (Class B) for his use, based on his normal submission of a work order to the area communication officer. All expenses generated from, or related to his use of such instrument will be borne by the contractor.

1.11 OCCUPANCY

The facilities/areas will or will not be occupied. The contractor shall provide the construction plan and schedule to be coordinated with the Construction Inspector for all work to be performed.

1.12 REGULATIONS

1.12.1 Fire

The contractor shall comply with all pertinent requirements of the U.S.

Army and USAG-J Regulations 420-90, and ensure compliance by all subcontractors. All temporary wiring at the construction site shall be installed with ground fault protection.

1.12.2 Safety

The contractor shall not commence work at the job site until an Accident Prevention Plan and Job Hazard Analysis are submitted for review and approved by the Contracting Officer. The contractor is responsible for reviewing Section 1 of EM 385-1-1, the U.S. Army Corps of Engineers' Safety and Health Requirements manuals. The contractor shall be responsible to submit the Accident Prevention Plan, Job Hazard Analysis. The Contractor shall obtain approval and signature from the Safety Office prior to submitting to the Contracting Officer.

1.12.3 Environmental

All work pertinent to environmental protection such as storm water, hazardous waste, solid waste and lead-based paint shall follow the requirements of Japan Environmental Governing Standards (JEGS) and Army Technical Manual 38-410. Per the AR200-1 and the Installation Environmental Management System Implementation Plan (EMSIP) of 03 May 08, all the contractor personnel are required to complete the Environmental Management System Awareness training prior to commencing operation on any United States Army Garrison Japan facilities. The certificates shall be

SECTION 01 11 00 Page 12 submitted for review and approved by the Contracting Officer.

1.12.4 Site Safety and Health Officer (SSHO)

Per EM 385-1-1, the contractor shall appoint an SSHO for this project. The contractor shall submit the copy of training certificate to the Contracting Officer for approval.

1.12.5 Site Manager (Genba-kantoku)

Per EM 385-1-1, the contractor shall appoint an SSHO for this project. The contractor shall submit the copy of training certificate to the Contracting Officer for approval.

The SSHO shall have the following qualifications:

a. 30 hours OSHA construction safety class or equivalent within the last 5 years. Completion of the OSHA construction safety class or equivalent shall be submitted as part of the APP (Accident Prevention Plan) submittal.

b. Host Nation Safety Training will be considered to meet this training requirement. The Japan Construction Occupational Safety and Health Association (JCOSHA) provides the construction safety course "Kouji Shunin" or "Course for Construction Site Managers", which is an acceptable equivalent to the 30 hours OSHA Construction Safety Course.

1.13 GUIDANCES AND REFERENCES

The matters that have not been described in Government drawings and/or specifications shall refer to the latest editions of following Ministry of Land, Infrastructure, Transport and Tourism (MLIT) publications:

MLIT MGS C

1.14 DAMAGE TO FACILITIES

1.14.1 General

All damaged portions incurred due to replacement and installation work shall be repaired and restored to match the original condition by the contractor at no cost to the Government.

1.14.2 Utilities

In the event of the contractor-caused utility failure/disruption, the contractor will first make the area safe, then immediately contact the Construction Inspector and the Contracting Officer. The Construction Inspector is responsible for coordination with the Engineering Division, DPW. If the damaged utilities were previously known or shown to the contractor, and there was negligence on his part, the utilities will be repaired by the contractor in a timely manner at no cost to the Government.

1.15 SCHEDULE, PERMIT, AND PLAN

1.15.1 Work Schedule

The contractor shall provide and submit to the Construction Inspector a detailed work progress schedule in the form of a Bar Chart Work Schedule

SECTION 01 11 00 Page 13 showing the step-by-step phases of work to be accomplished prior to performing actual work. The contractor shall require coordination with the Construction Inspector to make a work progress schedule.

1.15.2 Directorate of Public Works (DPW) Excavation Permit

It is the contractor's responsibility to prepare the Excavation Permit at their own expense. The contractors shall not commence work for any excavation, 300 mm or more in depth at the job site until the DPW Excavation Permit form is submitted to the Construction Inspector reviewed and approved by the listed DPW organizations, Security Police, Safety, Communications, Commercial Utility Company and Chief of Engineering Division or Subfacility Engineer, DPW. Only after the permit is approved and signed by organizations and other agencies listed in the DPW Excavation Permit, may the contractor commence with the excavation work. Without a permit, the excavation work will be stopped, until such the time an approved permit is obtained.

1.15.3 Temporary Protection Plans (Kasetsu Keikaku-sho)

Upon request by the Government the Contractor shall provide appropriate temporary protection measures to protect workers and Government personnel at construction work site during construction, and submit the temporary protection plans to the Construction Inspector for approval prior to on-site work. The Contractor shall be responsible to minimize the inconvenience and avoid any danger to Government personnel and workers.

1.15.4 License for Heavy Equipment Operators

In the case of using heavy equipment in the Government properties, the Contractor shall provide a copy of the license for heavy equipments to the Safety Office through the Construction Inspector prior to actual commencement.

1.16 QUALITY CONTROL/CONSTRUCTION INSPECTION

The contractor shall establish and maintain an effective quality control (QC) system in compliance with the contract clause entitled Inspection of Construction. The quality control system shall consist of plans, procedures, and organization necessary to provide materials, equipment, workmanship, fabrication, construction and operations, which comply with contract requirements. The system shall cover construction operations both onsite and offsite, and shall be keyed to the proposed construction sequence.

1.17 SIGNAGE

The requirements for the signs, their contents, and locations are discussed with the Construction Inspector. Erect sign(s) within 15 days after receipt of the notice to proceed. Correct the data required by the safety sign(s) daily.

1.18 OFF LIMITS AND WET PAINT SIGNS

The contractor shall make stenciled 2'-0" x 3'-0", "OFF LIMITS" and "Wet Paint" signs made of sheet metal or plywood as required and prominently post these at the job site.

SECTION 01 11 00 Page 14

1.19 Barricade

The contractor shall be responsible to furnish type A barricade during construction period as minimum at no cost to the Government.

1.20 Project Identification Sign

Prior to initiating any work on site, provide a project identification sign at each work site directed by the Construction Inspector. Construct sign, in accordance with Engineering Pamphlet (EP) 310-1-6a, shall include DPW logo, government point of contact (POC) information, project title, project #,site location, contractor's POC. Maintain the sign throughout the life of the project. Upon the government acceptance of a project work,remove the sign from the construction site at the contractor's expense. The sign shall be made of 3mm thick aluminum resin composite plate with a maximum size of 1,830mm x 1,220mm. Upon Notice To Proceed issued, Construction Inspector will notify the size of sign when smaller size is suitable to work site.

1.21 SOLID WASTES

Solid waste (construction and demolition debris, etc.) generated from this project shall be recycled/disposed of at an authorized off-base facility/facilities in accordance with Chapter 7 of JEGS, ARs-200-1 (Environmental Protection and Enhancement) and 420-49 (Utility Services) as well as applicable host nation's laws and regulations.

1.22 WORK RECORDS

1.22.1 As-Built Drawing

The Government may provide the Contractor current As-Built Drawings (hard copy) to develop new As-Built Drawings reflecting all completed work. A copy of the drawings shall be kept at the work site during construction to show all changes from the original documents generated by modifications and the exact as-built locations, sizes, types of equipment, hidden utilities or other items. Upon completion of the installation and prior to final inspection, the contractor shall submit a copy of draft As-Built drawings and CADD data for each task order. The Contractor shall submit the final As-Built Drawings (DXF formatted drawings and PDF file) for each task order.

1.22.2 Photographic Records

The contractor shall furnish the Construction Inspector with the photographic records of each sequence of work which will be hidden or if it is difficult to examine the condition of work, such as reinforcement for concrete, underground piping system, air duct system above ceiling and etc.

1.23 ENGLISH COMMUNICATION

1.23.1 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, drawings, reports, manuals, etc.)

shall be written in English or translated into English before being provided to the Government by the contractor.

SECTION 01 11 00 Page 15

1.23.2 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 representative and the contractor.

PART 2 PRODUCTS

2.1 LIMITATIONS FOR USE OF MATERIALS

The contractor shall submit the memorandum for hazardous material usage that pledges the conformance of the following requirements signed and sealed by the authority of the contractor. The contractor shall be responsible for selecting and determining the materials used for this contract for conformance with this specification. The contractor shall provide the Contracting Officer a hazardous material (HM) inventory and Material Safety Data Sheets (MSDSs in English) prior to such HM being delivered to the job sites.

a. Do not use materials containing greater than 0.1 % asbestos.

b. Do not use materials containing greater than 0.06 % lead by weight in the total nonvolatile content of liquid paint and 0.5 % (5000 ppm) by weight of Paint in Place. Further, do not use materials containing detectable lead, mercury, chromium and cadmium by atomic absorption spectrum (AAS) deemed as Heavy Metal-Based Paint (HMBP).

c. Do not use materials containing chlorpyrifos.

d. Use Formaldehyde Rated of 4-stars for all products.

2.2 INSPECTION AND RANDOM SAMPLING BY THE GOVERNMENT

The Government reserves the right to inspect all materials to be used in performance of the project and to take samples to examine the contents of asbestos, lead, etc. to measure the compliance with these requirements specified in this specifications. Whenever the Government becomes aware of any noncompliance with these requirements or any condition which poses a serious or imminent danger to the health or safety of the public, Government personnel or workers, the Government will notify the Contractor orally, with written confirmation, and direct immediate initiation of corrective action at the Contractor's sole cost. This notice, when delivered to the Contractor or the Contractor' representative at the work site, is considered sufficient notice of the noncompliance and that corrective action is required. After receiving the notice, the Contractor must immediately take corrective action to replace the noncompliance with materials/equipment complied with the requirements. If the Contractor fails or refuses to promptly take corrective action, the Government may issue an order stopping all or part of the work until satisfactory corrective action has been taken. The Contractor is not entitled to any equitable adjustment of the contract price or extension of the performance schedule on any stop work order issued under this contract.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 16

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SECTION 01 11 00 Page 17

SECTION 01 35 30

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.32 Fall Protection

ASSE/SAFE A10.34 Protection of the Public on or Adjacent to Construction Sites

ASSE/SAFE Z359.1 Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

ASME INTERNATIONAL (ASME)

ASME B30.22 Articulating Boom Cranes

ASME B30.3 Construction Tower Cranes

ASME B30.5 Mobile and Locomotive Cranes

ASME B30.8 Floating Cranes and Floating Derricks

Guide Specifications and Supervision by Ministry of Land, Infrastructure and Transport (MLIT)

MLIT GSAW Guideline for Supervision of Architectural Work

MLIT PBMGS A Public Building Master Guide Specifications for Architectural Work (Kohkyou Kenchiku Kouji Hyoujyun Shiyou-sho Kenchiku Kouji-hen)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 Portable Fire Extinguishers

NFPA 241 Safeguarding Construction,Alteration, and Demolition Operations

NFPA 51B Fire Prevention During Welding, Cutting, and Other Hot Work

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety -- Safety and Health Requirements

SECTION 01 35 30 Page 1

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.500 Fall Protection

1.2 SUBMITTALS

The following shall be submitted to the Contracting Officer for apporval.

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP)

This APP may be combined with the APP required in section 01 35 29.

Activity Hazard Analysis (AHA)

Crane Critical Lift Plan

Proof of qualification for Crane Operators

1.3 DEFINITIONS

a. Competent Person for Fall Protection. A person who is capable of identifying hazardous or dangerous conditions in the personal fall arrest system or any component thereof, as well as their application and use with related equipment, and has the authority to take prompt corrective measures to eliminate the hazards of falling.

b. High Visibility Accident. Any mishap which may generate publicity and/or high visibility.

c. Medical Treatment. Treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.

e. Qualified Person for Fall Protection. A person with a recognized degree or professional certificate, and with extensive knowledge,…