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1. Rates BRICKLAYER STONE MASON MARBLE MASONS POINTER CLEANER AND CAULKER S 28 77 Terrazzo Grinder Finisher 24 21 Terrazzo Worker Mechanic 28 52 Tile Setter amp Marble Mason Mechanic fs foe sts enge uui 25 80 Tile Marble amp Terrazzo EiXmdisherfosg Bu D NS RIMIS Se Qe O7 BRIN0004 021 06 01 2013 BLOOMINGTON BARTHOLOMEW and MONROE COUNTIES Rates Bricklayer Stonemason 27 45 TERRAZZO EINEISHER j4 I jGee 4 ebeRsz 18 00 TERRAZZO WORKER SETTER 27 80 Tile amp Marble Finisher 18 82 Tile amp Marble Setter Mosaic WOKE ES scco E acd acoso sce Rea ee Seat 27 27 BRIN0011 001 06 01 2013 AAFAYETTE BENTON CARROLL CLINTON FOUNTAIN TIPP HITE COUNTIES Rates Bricklayer Stonemason Pointer Caulker amp Cleaner SZ SS http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 www wdol g ovwdol scafiles davisbacon IN2 dvb v 9 Rates STEUI JOHNSON MARION MONTGOMERY MORGAN Fringes EN WELLS AND ECANO E Fringes 12 49 170 11 01 WARREN and Fringes 14 17 3 33 6 26 2014 TERRAZZO FIN Tile amp Marbl Tile amp Marbl BRIN0018 00 SOUTH BEND CHAPTER CASS FULTON GRANT WABASH COUNT www wdol g ovwdol scafiles davisbacon
2. PhASIBERERIG 3 64 exe PLAS0692 007 06 01 2013 AREA 75 MONROE COUNTY CEMENT MASON CONCRETE FINISHER PLAS0692 009 07 01 2013 AREA 83 UJ CEMENT MASON CONCRETE FINISHER PLAS TERER GEE Rape Uim Game G EEES PLAS0692 015 06 01 2013 AREA 121 BENTON CARROLL CASS CLINTON MONTGOMERY TIPPECANOE WARREN Part COUNTIES http www wdol g ov wdol scafiles davisbacon IN2 dvb v 9 Rates Fringes 9523 92 10 85 oS 24 18 9 31 JOHNSON MARION MONROE MORGAN Rates Fringes 25 04 12 48 Rates Fringes 25 00 11 30 AACKFORD DELAWARE GRANT HAMILTON Northern Part HANCOCK Northern Part JAY MADISON and WABASH COUNTIES Rates Fringes 24 94 11 95 o9 3254369 IT 75 FOUNTAIN HOWARD MIAMI WHITE and VERMILLION Northern Rates Fringes 24 33 6 26 2014 www wdol g ov wdol scafiles davisbacon IN2 dvb v 9 CEMENT MASON CONCRETE FINISHER 25 70 TI3 90 PEhASTERERB i 2 xen am E Sae Men E VERTUS 26 21 14 05 PLAS0692 023 06 01 2013 D d 1 EA 532 BOONE HAMILTON SOUTH HALF OF COUNTY NORTH TO NEW ROUTE INDIANA 32 INCLUDING NOBLESVILLE HANCOCK COUNTY SOUTHERN AND WESTERN PART OF HANCOCK COUNTY NORTH TO BUT NOT INCLUDING FORTVILLE
3. I BARTHOLOMEW BENTON HAMILTON MADISON MARION MONROE MONTGOMERY BOONE CARROLL CLINTON DELAWARE HANCOCK HENDRICKS HOWARD JOHNSON MORGAN SHELBY eu TIPPECANOE TIPTON AND WARREN COUNTIES Rates Fringes ASBESTOS WORKER HEAT amp FROST INSULATOR application of all materials coverings includes insulating protective coatings and finishings to all types of mechanical systems 31 23 HAZARDOUS MATERIAL 15 45 HANDLER includes preparation wettings Scrapping amp disposing of all insulation material stripping vacuuming bagging removal ls whether they contain asbestos or not http www wdol g ov wdol scafiles davis bacon IN2 dvo v 9 Attachment C 1 33 6 26 2014 www wdol g ov wdol scafiles davisbacon IN2 dvb v 9 from mechanical systems 18 75 9 70 ASBE0041 002 03 01 2014 ADAMS ALLEN BLACKFORD DE KALB GRANT HUNTINGTON JAY MIAMI NOBLE STEUBEN WABASH WELLS AND WHITLEY COUNTIES Rates Fringes ASBESTOS WORKER HEAT amp FROST INSULATOR includes application of all insulating materials protective coverings coatings and finishings to all types of mechanical systems 29 43 14 60 HAZARDOUS MATERIAL HANDLER includes preparation wettings stripp
4. ze d Rates Laborers G G G LA LT BORER CLASSIFICATIONS GROUP 1 builders orkers Portable Inches Material Lutemen Ditches Deepe Ditches Six 6 Unicrete Pump Building and construction laborers other than for masons or plasterers Ra Masonry Wall Washers interior amp exterior ater Pumps with Discharge of Up to Three andling of Creosot excluding railroad material Asphalt Ra Earth Compactors Jackmen and Sheetmen Wo than Six 6 Feet in Depth Laborer Feet in Depth or Deeper Tile Layers sewer or field Layers metallic or non metallic Motor Driven heelbarrows and Concrete Buggies Hyster Operator Crete Assembl Core Drill Operators Cement Silica Clay Handler bulk or bag Handling of Tox Material Damaging to Clothing Pneumatic Spikers Engine and Winch Operators metallic and non metallic on Asphalt Paver Chain Saw and Demolition Saw Ope Concrete Saw Concrete Conveyor Assemblers Curing Compound Sinking of Wellpoints Systems H v rs GROUP 2 Plaster Tenders Mason Tenders elders acetyl or electric Cutting Torch or Cement Nozzle Laborers Cement Gun Operators Scaf Builders for Plasterers Scaffold Builders for Mas n http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 Lime or Silica Clay Handlers Handling of Toxic Materials damaging to clothing www wdol g ovwdol scafiles davisbacon IN2
5. 8 2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below or in the absence thereof at the legal rate prevailing from time to time at the place where the Project is located Insert rate of interest agreed upon if any 8 3 The Owner s representative Name address and other information 8 4 The Contractor s representative Name address and other information AIA Document A101 2007 Copyright 1915 1918 1925 1937 1951 1958 1961 1963 1967 1974 1977 1987 1991 1997 and 2007 by The American Institute of Architects All rights reserved WARNING This AIA Document is protected by U S Copyright Law and International Treaties Unauthorized reproduction or distribution of this AIA Document or any portion of it may result in severe civil and criminal penalties and will be prosecuted to the maximum extent possible under the law This document was produced by AIA software at 14 30 26 on 02 28 2011 under Order No 1462094857 1 which expires on 08 23 2011 and is not for resale User Notes 726230852 Init 8 5 Neither the Owner s nor the Contractor s representative shall be changed without ten days written notice to the other party 8 6 Other provisions ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS 9 1 The Contract Documents except for Modifications issued after execution of this Agreement are enumerated in the sectio
6. Cn Un CA Cn CA ON Un ULP Excavation is Unclassified and includes excavation to sub grade elevations indicated regardless of character of materials and obstructions encountered Unauthorized excavation consists of removal of materials beyond indicated sub grade elevations or dimensions without specific direction of Architect Unauthorized excavation as well as remedial work directed by Architect shall be at Contractor s expense Under footings foundation bases or retaining walls fill unauthorized excavation by extending indicated bottom elevation of footing or base to excavation bottom without altering required top elevation Lean concrete fill may be used to bring elevations to proper position when acceptable to Architect Elsewhere backfill and compact unauthorized excavations as specified for authorized excavations of same classification unless otherwise directed by Architect Additional Excavation When excavation has reached required sub grade elevations notify Architect who will make an inspection of conditions If unsuitable bearing materials are encountered at required sub grade elevations carry excavations deeper and replace excavated material as directed by Architect Removal of unsuitable material and its replacement as directed will be paid on basis of contract conditions relative to changes in work Stability of Excavations Slope sides of excavations to comply with local codes and ordinances having jurisdic
7. PAIN0469 001 07 01 2013 ADAMS ALLEN DEKALB GRANT Painters TOLT 6s oO suere UIS Al 1 90 Wis va ovi code das sore GE DOO E e kihe erhoa ths ada Brush Roller Paperhanger amp Drywall Spray amp Sandblast Pot Tenders and Ground http ww wdol g ov wdol scafiles davisbacon IN2 dvb v 9 ENTON CARROLL CASS CLINTON PunqshTDQss seriene Grohe cues Lead Abatement PETGSONN ES Tes acoustics www wdol g ovwdol scafiles davisbacon IN2 dvb v 9 Rates Rates Rates HUNTINGTON WABASH WELLLS and WHITLEY COUNTIES weep AZ gran oie OE AM stu 205 RUN NET xe pU Zk Rates 31 71 11 86 86 76 NO BLE 12 43 12 43 FOUNTAIN MONTGOMERY TIPP Fringes Fringes Fringes LD 7 TIT 1 57 Td S 157 1 57 ECANOE 22 33 6 26 2014 www wdol g ov wdol scafiles davisbacon IN2 dvb v 9 Spray Sandblast Power Tools Waterblast amp Steam GICAMANG ENS eee ss 21 86 ii Reon PAIN0669 001 04 01 2014 BLACKFORD DELAWARE FAYETTE FRANKLIN HENRY HOWARD JAY MADISON MIAMI RANDOLPH RUSH TIPTON UNION and WAYNE COUNTII I Lr nN Rates Fringes Painters Brush Roller Paperhanging Drywall PindisSherfSzces see yov whe les 20 00 11 14 Spray Waterblasting Sandblasting 21 00 11 14 PAIN1165 010 07 01 2013 FULTON COUNTY Ra
8. Fabricate steel railings and handrails to design dimensions and details indicated Provide railings and handrails members formed of sizes and wall thickness indicated but not less than that required to support design loading PART 3 EXECUTION PREPARATION Field Measurements Take field measurements prior to preparation of shop drawings and fabrication where possible Do not delay job progress allow for trimming and fitting where taking field measurements before fabrication might delay work Coordinate and furnish anchorages setting drawings diagrams templates instructions and directions for installation of anchorages such as concrete inserts sleeves anchor bolts and miscellaneous items having integral anchors which are to be embedded in concrete or masonry construction Coordinate delivery of such items to project site INSTALLATION General Fastening to In Place Construction Provide anchorage devices and fasteners where necessary for securing miscellaneous metal fabrications to in place construction including treaded fasteners for concrete and masonry inserts toggle bolts through bolts lag bolts wood screws and other connectors as required Cutting Fitting and Placement Perform cutting drilling and fitting required for installation of miscellaneous metal fabrications Set work accurately in location alignment and elevation plus level true and free of rack measured from established lines and levels Provid
9. electrical contractor electrical panelboard electric water cooler elevation elevator emergency enclose ure epoxy paint equal equipment estimate exhaust existing expansion bolt expansion joint exposed exterior fabricator face brick fiberboard fiberglass fiberglass reinforced plastic fiberglass reinforced plastic panel krM Architecture Abbreviations demolish demolition demountable department depressed floor ing floor drain fluorescent folding footing foundation frame d ing fresh air full size furred ing future gage gauge galvanized galvanized iron gasket ed general contract or glass glazing glass reinforced gypsum glazed structural tile grab bar grade grading ground ground concrete masonry units gravel gypsum gypsum board gypsum plaster handicapped handrail hardboard hardware hardwood header heating heating ventilating air conditioning heavy duty heavy weight concrete height hollow core hollow metal horizontal hose bibb hot water heater 01 07 00 2 OONDARWND KPL KIT KO LBL LAB LAM LVL LAV LH L LT LW LWC LTL LKR LVR MH MFR MRB MAS MO MTL MAX MECH Mc MCAB MBR MMB MET MCP MCB MEZZ MWK MIN MIR misc MOD MLDG MT MOV finish ed finished floor elevation finished floor line fire alarm fire extinguisher fire extinguisher cabinet fireproof flashing
10. Concrete Masonry Units General Comply with referenced standards and other requirements indicated below applicable to each form of concrete masonry unit required Provide special shapes where required for lintels corners jambs sash control joints headers bonding and other special conditions Provide bullnose units for all outside corners unless otherwise indicated Concrete Block Provide units complying with characteristics indicated below for Grade Type face size exposed face and under each form of block included for weight classification Grade N Size Manufacturer s standard units with nominal face dimensions of 16 long x 8 high 15 5 8 x 7 5 8 actual x thickness indicated Type l moisture controlled units Exposed Faces Manufacturer s standard color and texture scored for interior units to match existing Faces are to be dense with low percentage of graininess or voids Hollow Load bearing Block ASTM C 90 and as follows Weight Classification Normal weight no light weight block Concrete Building Brick Provide units complying with ASTM C 55 and characteristics indicated below for grade type size and weight classification Grade Same as indicated for concrete block Type Same as indicated for concrete block Size As required Concrete block unit uniformity Concrete block units are to be fabricated with parallel faces which are square 90 degrees with the bottom and sides All block units are
11. krM Architecture Site Upgrades 812 West 13 Street Anderson Indiana 46016 July 2014 Structured around listening Project Manual Index of Specifications k TRC Anderson Head Start r M Architecture Architect krM Architecture 1020 Jackson Street Anderson Indiana 460 16 765 649 8477 tel 765 649 8484 fax Email info krmarchitecture com www krmarchitecture com NDEX OF SPECIFICATIONS Division 0 Section 00 00 00 00 02 00 00 10 00 00 30 00 00 35 00 00 50 10 00 80 00 Division 1 Section 01 01 00 01 02 00 01 02 70 01 04 50 01 07 00 01 09 00 01 20 00 01 34 00 01 37 00 01 41 00 01 50 00 01 51 50 01 54 00 01 63 10 01 70 00 01 71 00 01 71 10 01 72 00 01 73 00 BIDDING AND CONTRACT REQUIREMENTS Index of Specifications Notice to Bidders Instructions to Bidders Bid Form A l A General Conditions A I A Form A101 Standard Form of Agreement between Owner amp Contractor Supplementary General Conditions E GENERAL CONDITIONS Summary of the Work Allowances Application for Payment Cutting and Patching Abbreviations Definitions amp Standards Project Meetings Submittals Schedule of Values Testing Lab Services Temporary Utilities Construction Superintendent Field Office amp Sheds Product Substitutions Project Close Out Record Documents Cleaning Operations and Maintenance Manuals W
12. krM Architecture Schedule of Values 01370 1 NO 2 ee Ce Cee Cee Cees Cee Cree Cee OCOAONDARWNM OOONDARWNM NP NA NNMNMNNDND ONDOaBRW w C2 00 CO I D C5 Io O o BRHRBRHBARPHBRHRHRHPHRWWWWWHO OOAONDARWN DOONDAA an O 0 01 0 OI O OORUN SECTION 01 41 00 TESTING LABORATORY SERVICES PART 1 GENERAL DESCRIPTION Work included The cost of the testing will be paid by the Owner The GC is to coordinate and facilitate the testing with the Owners selected testing laboratory Cooperate with the Owner s selected testing laboratory and all others responsible for testing and inspecting the work Provide other testing and inspecting as specified to be furnished by the Contractor in this section and or elsewhere in these Specifications Related work described elsewhere Requirements for testing may be described in various other sections of these Specifications Where no testing requirements are described but the Owner decides that testing is required the Owner may direct that such testing be performed under current standards for testing Payment for such testing will be described in this Section Items that may be tested on this project shall include but not necessarily limited to the following both new and existing welded or bolted connections of structural steel bearing capacity of soils and concrete Work not included Selection of testing laboratory The Owner will select a pre qualified independe
13. 1987 1991 1997 and 2007 by The American Institute of Architects All rights reserved WARNING This AIA Document is protected by U S Copyright Law and International Treaties Unauthorized reproduction or distribution of this AIA Document or any portion of it may result in severe civil and criminal penalties and will be prosecuted to the maximum extent possible under the law This document was produced by AIA software at 14 30 26 on 02 28 2011 under Order No 1462094857 1 which expires on 08 23 2011 and is not for resale User Notes 726230852 Init unless enumerated in this Agreement They should be listed here only if intended to be part of the Contract Documents ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article 11 of AIA Document A201 2007 State bonding requirements if any and limits of liability for insurance required in Article 11 of AIA Document 4201 2007 Type of insurance or bond Limit of liability or bond amount 0 00 This Agreement entered into as of the day and year first written above OWNER Signature CONTRACTOR Signature Printed name and title Printed name and title AIA Document A101 2007 Copyright 1915 1918 1925 1937 1951 1958 1961 1963 1967 1974 1977 1987 1991 1997 and 2007 by The American Institute of Architects All rights reserved WARNING This AIA Document is protected by U S Copyright
14. 6 wheel trucks Koehring or similar dumpsters tract trucks Euclids hug bottom dumps tournapulls trounatrailers tournarockers or similar equipment when used for transportation purposes under nine 9 cu yds or less than thirteen and one half 13 1 2 tons tandems and semi trailer service trucks mixer trucks over three 3 cu yds and including six and one half 6 1 2 cu yds fork lift four 4 wheel A frame trucks when used for transportation purposes four 4 wheel winch trucks pavement breakers batch trucks wet or dry over 2 up to and including 4 34 E batches two 2 men oil distributors fork lift under four 4 ton and vacuum trucks GROUP 3 Koehring or similar dumpsters tract trucks semi trailer water trucks Euclids hug bottom dumps tournapulls tournatrailers tournarockers tractor trailers tandems Q frame winch trucks hydrolift turcks or similar equipment when used for transportation purposes mixer trucks over six and one half 6 1 2 cu yds batch trucks wet or dry over 4 34 E batches single equipment operated by employees withing this Bargaining unit Six 6 wheel pole trailers and one 1 man oil distributors fork lift over four 4 ton and mobile mixers GROUP 4 Drivers on heavy equipment over sixteen 16 cu yds or twenty four 24 ton such as Koehring or similar dumpsters tract trucks Euclids hug bottom dumps tournapulls tournar
15. END OF SECTION krM Architectecture Soil Poisoning 02 07 50 1 OONDARWND SECTION 03 31 00 CONCRETE WORK PART 1 GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract including General and Supplementary Conditions and Division 1 Specification sections apply to work specified in this section DESCRIPTION OF WORK Extent of concrete work is shown on drawings It is generally to include but is not limited to e Exterior concrete walks and curbs e Foundation concrete e Vapor barriers under concrete QUALITY ASSURANCE Codes and Standards Comply with provisions of following codes specifications and standards except where more stringent requirements are shown or specified ACI 301 Specifications for Structural Concrete for Buildings ACI 318 Building Code Requirements for Reinforced Concrete Concrete Reinforcing Steel Institute Manual of Standard Practice SUBMITTALS Shop Drawings Reinforcement Submit shop drawings for fabrication bending and placement of concrete reinforcement Comply with ACI 315 Manual of Standard Practice for Detailing Reinforced Concrete Structures showing bar schedules stirrup spacing diagrams of bent bars and arrangement of concrete reinforcement Include special reinforcement required and openings through concrete structures krM Architecture Concrete 03 31 00 1 OONDABRWND PART 2 PRODUCTS FORM MATERIALS Form for Exposed Finish Concrete Un
16. HALF NOBLE WELLS and WHITLEY Fringes 12 25 12422 12525 FULTON Remainder of County and NOBLE Northeastern Tip COUNTIES Rates TERONWORKER s eures 35 e059 dee 8 Seok Rr Rr REUS 217 62 LABO0120 001 06 01 2013 MARION and SHELBY COUNTIES Rates Laborers GROUP Lss cds ee 3 Ey 22 38 GROUP Do oad iena Rr mE RU UE E RUE Y 23 13 GROUP SW v sate wel Be ee 23 38 LABORER CLASSIFICATIONS GROUP 1 Building and Construction Laborers Scaffold Builders other than for Masons and Plasterers Mechanic Tenders Window Washers and cleaners Railroad Workers Masonry Wall Washers Portable Water pumps with discharge up to 3 inches Flag amp Signal Person Waterproofing excluding railroad material Asphalt Ra Handling of Creosot Lumber or like treated material kers and Lutemen Kettlemen Air Tool Operators Pneumatic Tool Operators Air and Electric Vibrators and Chipping Hammer Operators Earth Compactors Jackmen and Sheetmen wor deeper than 6 ft in depth Laborers wor king Ditches king in ditches 6 ft in depth or deeper Assembly of Unicrete Pump Chain Saw and Demolition Saw Tile Layers sew r or field and Sewer Pipe Layer metallic or non metallic Motor driven Wheelbarrows and Concrete Buggies Hyster Operators Pump Crete Assemblers Concrete Conveyor Assemblers Core Drill Operators Cement Lime or Silica Clay Handl
17. HENDRICKS JOHNSON MARION and MORGAN COUNTIES Rates Fringes CEMENT MASON CONCRETE FINISHER 9 26 00 14 00 PLASO821 001 05 01 2007 BARTHOLEMEW AND SHELBY COUNTIES Rates Fringes CEMENT MASON CONCRETE FINISHER 9 21 90 8 25 PLUMO136 006 10 01 2013 MONROE COUNTY Rates Fringes Plumbers and Pipefitters 33 91 15 51 PLUMO157 002 07 01 2013 BENTON CARROLL CLINTON FOUNTAIN MONTGOMERY TIPPECANOE ARREN AND WHITE COUNTIES Rates Fringes PLUMO166 001 07 01 2013 ADAMS ALLEN BLACKFORD DE KALB GRANT HUNTINGTON NOBLE STEUBEN WABASH WELLS and WHITLEY COUNTIES Rates Fringes PLUMO172 002 06 03 2013 CASS and FULTON COUNTIES http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 25 33 6 26 2014 www wdol g ov wdol scafiles davisbacon IN2 dvb v 9 Rates Fringes Plumber Pipefitter Steamfitteri og webs veg Q3 30 50 7 93 PLUM0440 002 12 01 2013 Lr I BARTHOLOMEW BOONE HAMILTON HANCOCK HENDRICKS HOWARD JOHNSON AND MARION COUNTIES MIAMI COUNTY SOUTH OF A STRAIGHT INE WHERE ROUTE 218 ENTERS W BOUNDARY MORGAN SHELBY and TIPTON COUNTIES Rates Fringes
18. N CARROLL IES I CLINTON TIPPECANO http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 WARREN AND WHIT Ed Lr 4 33 6 26 2014 Rates www wdol g ovwwdol scafiles davisbacon IN2 dvb v 9 Fringes 16 75 17 02 http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 CARPO232 001 06 01 2014 ALLEN DEKALB NOBLE STEUBEN and WHITLEY COUNTIES Rates Fringes Carpenter amp Piledrivermen 23 97 15 65 CARP0615 001 06 01 2014 ADAMS CASS FULTON GRANT HOWARD HUNTINGTON MIAMI TIPTON WABASH and WELLS COUNTIES Rates Fringes Carpenter amp Piledrivermen 24 70 15 89 CARP0912 001 06 01 2014 Rates Fringes CARPENTER BLACKFORD DELAWARE JAY AND MADISON COUNTIES Carpenters Drywall 27 32 T5559 Millwrights s 9 LER 26 94 T9 Soft Floor Layers 26 05 13 30 BOONE FOUNTAIN HENDRICKS MONROE MONTGOMERY AND MORGAN COUNTIES Carpenters Drywall 27 61 1579 MillIwrightsz iz me RES 26 94 17 97 Soft Floor Layers 26 05 13 30 CARP0912 002 06 01 2014 HAMILTON HANCOCK JOHNSON Townships of White River Pleasant and Clark MARION Rates Fringes Carpenters Carpenters Drywall Installers Piledrivers S29 12 P5279 Mao swear cnt SQ aes tec eO teats 26 94 17 97 Soft Floor Layers 26 05 13
19. NP hp NNMNNNDPD ONDOBR OW w C2 C00 CO ID C5 Io O o BRHRBRHBAPHRHRHRHDHRWWWWWHO OONDARWN DOOONDAA an Oo anon ovo OORUN SECTION 07 60 00 FLASHING AND SHEET METAL PART 1 GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section DESCRIPTION OF WORK Extent of each type of flashing and sheet metal work is indicated on drawings and by provisions of this section RELATED WORK SPECIFIED ELSEWHERE Division 8 aluminum curtain wall and aluminum store front SUBMITTALS Product Data Flashing Sheet Metal Accessories Submit manufacturer s product data installation instructions and general recommendations for each specified sheet material and fabricated product Samples Flashing Sheet Metal Accessories Submit 8 square samples of specified sheet materials to be exposed as finished surfaces Submit 12 long completely finished units of specified factory fabricated products exposed as finished work Shop Drawings Flashing Sheet Metal Accessories Submit shop drawings showing layout joining profiles and anchorages of fabricated work including major counter flashings trim fascia units gutters downspouts scuppers and expansion joint systems layouts at 1 4 scale details at 3 scale JOB CONDITIONS Coordinate work of this section with interfacing and ad
20. PART 1 GENERAL PROTECTION A Existing utility lines and structures indicated or known and existing utility lines for this Project shall be protected from damage during construction B The general contractor is to Locate and flag all lines and structures before beginning any excavation operations The general contractor shall have the site completely marked by all utilities The GC is to verify with utilities that markings are accurate The GC is to be responsible for final utility verification prior to excavation or demolition REMOVAL AND RELOCATION A When utility lines and structures are encountered within the area of operations notify the Design team and affected utility in ample time for the necessary measures to be taken to prevent interruption of the services UNKNOWN LOCATIONS A Damage to existing utility lines or structures not indicated or known shall be reported immediately to the Design team and the affected utility If it is determined by the design team that the utility line could have been discovered prior to damage by careful marking and requesting utility company markings the General Contractor shall pay the cost of utility line repair If the utility could not have been known ahead of time the repairs will be made at the owner s expense PART 2 PRODUCTS Not Applicable PART 3 EXECUTION Not Applicable END OF SECTION 31 01 51 Underground Utility Protection 330151 CO oocoo 1o9U I Ur BRARRRRWWWWHWW
21. laser or remote controlled equipment within the classifications locomotive crane locomotive mechanic mobile mixer botor creane mucking machine multiple tamping machine RR overhead crane pile driver pulls push dozer push boats roller sheep foot rough terrain crain R T backhoe R T endloader Ross carrier scoop shovel side boom skidsteer loader bobcat or similar type swing crane tail boom tar machine pipeline tower crane trench machine welder heavy duty truck mounted concrete pump truck mounted drill vacuum truck well point whirleys GROUP B Air compressor 1 or more 600 cfm and over air compressor with throttle valve bituminous distributor brakeman bullfloat cement gun concret mixer concrete Say soncrete spreader or puddlers conveyor deck hand oiler deck engine drill helper earth roller electric vibrator compactor earth or rock elevator in plant automatic finishing machine fireman form grader generator guard rail driver heater oiler Industrial http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 13 33 6 26 2014 www wdol g ov wdol scafiles davisbacon IN2 dvb v 9 type forklift 9 000 lbs and under aterail pump motor boats paving joint machine post hole digger power broom power traffic signals rock roller rock spreader Roller earth or rock spike machine RR steam jenny sub grader taping machine gru
22. not to scale on center s opening opposite outside diameter overall overhead paint ed panel sanitary napkin receptor schedule screen sealant section service sink sheet sheet vinyl shelf shelving similar sink solid core speaker specification s splash block square stain seal amp varnish stainless steel standard steel storage storm drain structural structural clay tile suspended switch supplier symmetry ical synthetic system tackboard tangent point telephone television temperature terrazzo test hole krM Architecture W O Abbreviations return air reverse side revision s revised right hand riser roof drain roofing room rough opening rubber base rubber tile sand float finish sanitary napkin dispenser toilet paper dispenser toilet partition tongue and groove top of footing elevation top of wall towel bar tread trowelled finish typical undercut unit heater Underwriters Laboratory unfinished unless otherwise noted urinal v joint ed vapor barrier varnish varies veneer vertical vinyl vinyl base vinyl composition tile vinyl fabric vinyl tile vinyl wall Covering wainscot water closet waterproofing welded wire fabric weight width wide wire glass with window wire mesh without 01 07 00 4 OONDARWND THK thick ness WD wood THR threshold WB wood base WPT working point SYMBOLS USED FOR ABBREVIATIONS O
23. under this definition Drilling of holes to install fasteners and similar operations are also not considered to be cutting and patching Refer to other sections of these specifications for specific cutting and patching requirements and limitations applicable to individual units of work Unless otherwise specified requirements of this section apply to mechanical and electrical work Refer to Division 15 and Division 16 sections for additional requirements and limitations on cutting and patching of mechanical and electrical work WHEN REQUIRED Only perform cutting and patching when required as part of a quality installation procedure Cutting and patching to install components that could have been installed with a better quality installation prior to covering the required installation area is subject to complete removal and re installation rather than cutting and patching a newly constructed area QUALITY ASSURANCE Requirements for Structural Work Do not cut and patch structural work in a manner that would result in a reduction of load carrying capacity or of load deflection ratio Before cutting and patching the following categories of work obtain the Architect s approval to proceed with cutting and patching as described in the procedural proposal for cutting and patching krM Architecture Cutting and Patching 0104 50 1 OONDOARWND Structural steel and miscellaneous structural metals including lintels equipment supports s
24. 1965 Equal Employment Opportunity as amended by Executive Order 11375 of October 13 1967 e Sales and Use Tax Indiana State Sales Tax Materials and supplies purchased for this project are NOT subject to sales tax Owner will supply number to successful bidder SCOPE OF WORK It is the intention of these Specifications and the drawings to coordinate and produce a complete and useable building Any items not specifically mentioned but required to achieve same shall be included See other sections in this manual for additional descriptions of the work OWNER RESERVES THE RIGHT TO REJECT AND SELECT SUB CONTRACTORS The owner reserves the right to provide direction in the final selection of sub contractors SUBMISSION OF SUPPLIERS AND SUB CONTRACTORS In addition to the information to be provided on the bid form within 24 hours after the bid the low bidders are to submit to the Architect a complete list of sub contractors supplier and all products This includes the list provided in the mechanical and electrical section of these specification manuals This list shall not be varied from during the project except due to rejection or approval by the owner PERMITS The GC shall obtain all building permits The Contractors or appropriate sub contractors are responsible for paying and securing other permits that may be required to complete to work of each sub contractors work All inspection fees tap fees or other incidental costs required by
25. 30 CARP1029 001 06 01 2014 5 33 6 26 2014 www wdol g ov wdol scafiles davisbacon IN2 dvb v 9 ADAMS ALLEN CASS DEKALB ELKHART FULTON GRANT HOWARD HUNTINGTON KOSCIUSKO LAGRANGE MARSHALL MIAMI NOBLE ST JOSEPH STEUBEN TIPTON WABASH WELLS and WHITLEY COUNTIES ELEC0305 003 01 01 2014 ADAMS ALLEN DE KALB HUNTINGTON NOBLE STEUBEN WELLS and WHITLEY COUNTIE Rates Fringes ELEC0481 005 06 01 2014 BARTHOLOMEW BOONE HAMILTON HANCOCK HENDRICKS JOHNSON MADISON MARION MONTGOMERY MORGAN AND SHELBY COUNTIES Rates Fringes BELECTRIGLIANZAM AV MV ES eus 33 80 17 35 KELECOS38 006 06 01 2013 FOUNTAIN AND WARREN COUNTIES Rates Fringes EHEGCTRICIANL34ge reinen Er M ere Sa 32 34 17 17 ELEC0668 002 06 01 2013 BENTON CARROLL CASS FULTON TIPPECANOE and WHITE COUNTIES Rates Fringes ERE CTEICIlIAN S uve EI RE EI Em ERE 31 25 15 54 FOOTNOTE a PAID HOLIDAYS New Years Day Memorial Day July 4th Labor Day Veterans Day Thanksgiving Day and Christmas Day ELEC0725 006 09 01 2013 MONROE COUNTY Rates Fringes Communication Technician 26 35 11 58 http www wdol g owwdol scafiles davisbacon IN2 dvo
26. Architecture 1020 Jackson Street Anderson Indiana 46016 pH 765 649 8477 A one hundred percent 100 labor and materials performance bond and payment bond will be required of the successful bidder A five percent 596 bid security in the form of an acceptable bid bond or certified check shall be submitted with all bids Plans and specifications will be made available as follows 1 Electronic download in the form via owners website not available now link will be emailed out 2 Eastern Engineering access to printing plans at Contractors expense http easternengineering com index php Additional bidding requirements are contained in the Project Manual Each bidder will be required to comply with all applicable equal employment opportunity laws building codes and regulations of the United States of America and the State of Indiana krM Architecture Notice to bidders 00 02 00 1 OONOOaARWNDY A pre bid meeting will be held on Monday August 4th at 1 pm The meeting will be held at the location of the existing facility outside west of the Anderson Head Start building All work for this project shall comply with items outlined in Instructions to Bidders Section 00 10 00 END OF SECTION krM Architecture Notice to bidders 00 02 00 2 OONDOARWND SECTION 00 10 00 INSTRUCTIONS TO BIDDERS AND TERMS OF THE CONTRACTS PART 1 GENERAL Sealed Bids will be received as published in the Notice to Bidders OW
27. BEL CO te Tower ad Tower Cr rader Eleva 3 yd bucke v and Skid Rig Types Rock Drill propelled Truck Paver Tournapull Mounted Sc Machine Front attachments GROUP 2 over 3 4 cu Air Co yd combination under truck mounted Forkl 60 Boilers mpressor yy Tractor with 12 or more inches in width End Loader Machine with backhoe 1 2 yd bucket or rete Conveyo ncrete Paver Concrete Pumps Grout cncrete placer Cranes and backhoes eter Crane ting t Hoists Highli Laser screed Motor Patrol Pre Stress Machines Self Propelled Pump Rock tracto Boom amp S oops 0 Qus ft Broom al an E Bull Dozers with engines of backhoe front end Compressor and Thrott Concrete Mi ift with ti capacity Engineer and under Hoist Digger vehicle pumps Gypsum Stone Crushers with a frame H b GROUP 3 Buck H Conveyor porta material and pe and 12 inches in wid Pile Driving GROU Comp Gene e e P4 ressor rator over levator perman tugger single d lectric submers cu yd and unde 2 through 8 Bobcat over S 1 drum mounted ulker Roll Stradddle Bu Combin Grouti L Welde lding oist ble rsonne l Stud th We up to and including 3 4 cu 2L0 cu ft 50 kw Hea ent installa Pump Cretes less than
28. Change Orders numbers that have affected value 7 Dollar value 8 Percentage of Contract Sum to the nearest one hundredth percent adjusted to total 100 percent Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports Break principal subcontract amounts down into several line items with separate costs for labor and material For each part of the Work where an Application for Payment may include materials or equipment purchased or fabricated and stored but not yet installed provide separate line items on the Schedule of Values for initial cost of the materials for each subsequent stage of completion and for total installed value of that part of the Work Margins of Cost Show line items for indirect costs and margins on actual costs only to the extent that such items will be listed individually in Applications for Payment Each item in the Schedule of Values and Applications for Payment shall be complete including Application for payment 01 02 70 1 its total cost and proportionate share of general overhead and profit margin At the Contractor s option temporary facilities and other major cost items that are not direct cost of actual work in place may be shown as separate line items in the Schedule of Values or distributed as general overhead expense 1 08 APPLICATIONS FOR PAYMENT A General Each Application for Payment shall be
29. IN2 dvb v 9 SHEER cs geste antes torte E 19 TERRAZZO WORKER SETTER 29 e Finisher 19 e Setter Mosaic 1 06 01 2013 IES 07 7 06 53 10 96 96 7 07 98 10 85 HOWARD MIAMI and Rates Fringes Bricklayer Stonemason Pointer Caulker amp Cleaner 27 61 12 14 Terrazzo Worker Finisher 28 79 10 42 TERRAZZO WORKER SETTER 29 41 T34 T3 Tile amp Marble Finisher 27 79 10 42 Tile Marble Setter 28 41 13 18 BRIN0019 00 MUNCIE CHAPT BLACKFORD DI 1 06 01 2013 zi LH w iLAWARE HAMILTON JAY MADISON AND TIPTON COUNTII Rates Fringes Bricklayer Stonemason Pointer Caulker amp Cleaner 28 65 12 83 TERRAZZO B INISHER Reve X 19 07 7 06 TERRAZZO WORKER SETTER 29 57 10 96 Tile amp Marble Finisher 19 96 7 07 Tile amp Marble Setter Mosaic Workef 4ldg4e e ego e UE mE E S 28 98 10 85 CARPO111 001 06 01 2014 Nineva Needham and Blue River SHELBY COUNTIES Rates Fringes Carpenters Carpenters Drywall Insallers Piledrivers 26 13 15 79 Mil TIWISCOGIUS 251 52 a EAn 26 94 T 97 Soft Floor Layers 26 05 13 30 CARP0215 001 06 01 2014 BENTO COUNT BARTHOLOMEW JOHNSON Townships of Union Hensley Franklin
30. Identity of general subject matter covered in the manual CONTENT OF MANUAL A Neatly typewritten table of contents for each volume arranged in a systematic order 1 Contractor name of responsible principal address and telephone number 2 A list of each product the name address and telephone number of Subcontractor or installer Maintenance contractor as appropriate Identify the area of responsibility of each Local source of supply for parts and replacement Qoo 9 3 Identify each product by product name and other identifying symbols as set forth in Contract Documents B Product Data 1 Include only those sheets which are pertinent to the specific product 2 Annotate each sheet to a Clearly identify the specific product or part installed b Clearly identify the data applicable to the installation c Delete references to inapplicable information C Drawings 1 Supplement product data with drawings as necessary clearly illustrate a Relations of component parts of equipment and systems b Control and flow diagrams 2 Coordinate drawings with information on Record Documents to assure correct illustration of completed installation 3 Do not use Record Documents as maintenance drawings D Written text as required to supplement product data for the particular installation 1 Organize in a consistent format under separate headings for different procedures 2 Provide a logical sequence o
31. Law and International Treaties Unauthorized reproduction or distribution of this Ala Document or any portion of it may result in severe civil and criminal penalties and will be prosecuted to the maximum extent possible under the law This document was produced by AIA software at 14 30 26 on 02 28 2011 under Order No 1462094857 1 which expires on 08 23 2011 and is not for resale User Notes 726230852 OONDOAKRWND SECTION 00 80 00 SUPPLEMENTARY GENERAL CONDITIONS for AIA 2007 A201 PART 1 GENERAL The following Supplements modify change delete from or add to the General Conditions of the Contract for Construction A I A form A201 PROGRESS PAYMENTS Add the following Affidavits and Waivers of Lien Requirements Concurrent with the submittal of each partial payment application for all work completed by the Contractors subcontractors and suppliers during the current period the Contractor shall furnish Affidavit and Waivers of Lien evidencing that all wages for labor and all invoices for material or services which were the basis of and included in the previous partial payment have been paid in full Waivers of Lien shall show actual dollar amounts HAZARDOUS MATERIAL If hazardous materials such as asbestos or PCB s are encountered that are not anticipated in the contract the Contractor shall notify the Architect and Owner immediately and stop work in the area of the hazardous material discovery No additional cost shall be
32. Liquid Membrane Forming Curing Compound Liquid type membrane forming curing compound complying with ASTM C 309 Type I Class A unless other type acceptable to Architect Moisture loss not more than 0 055 gr sq cm when applied at 200 sq ft gal Available Products Subject to compliance with requirements products which may be incorporated in the work include but are not limited to the following Masterseal Master Builders A H 3 Way Sealer Anti Hydro Waterproofing Co Ecocure Euclid Chemical Co Clear Seal W R Grace Spartan Cote The Burke Co Kure N Seal Sonneborn Contech Polyclear Upco Chemical USM Corp L amp M Cure L amp M Construction Chemicals LR 152 Protex Industries Bonding Compound Polyvinyl acetate or acrylic base rewettable type Available Products Subject to compliance with requirements products which may be incorporated in the work include but are not limited to the following J 40 Bonding Agent Dayton Superior Corp Weldcrete Larsen Products Everbond L amp M Construction Chemicals EucoWeld Euclid Chemical Co krM Architecture Concrete 03 3100 4 OONDARWND Hornweld A C Horn Sonocrete Sonneborn Contech Acrylic Bondcrete The Burke Co PROPORTIONING AND DESIGN OF MIXES Prepare design mixes for each type and strength of concrete by either laboratory trial batch or field experience methods as specified in ACI 301 If trial batch met
33. MC and EC see divisions 15 and 16 for additional requirements OPERATIONS AND MAINTENANCE DATA A Each Prime contractor separately shall compile product data and related information appropriate for Owner s maintenance and operation of products furnished under the Contract 1 Prepare operating and maintenance data as specified in this Section and as referenced in other pertinent sections of Specifications 2 Operations and maintenance data shall be available to the Owner at the time of beneficial occupancy B Instruct Owner s personnel in the maintenance of products and in the operation of equipment and systems QUALITY ASSURANCE A Preparation of data shall be done by personnel 1 Trained and experienced in maintenance and operation of the described products 2 Completely familiar with requirements of this Section 3 Skilled as a technical writer to the extent required to communicate essential data 4 Skilled as a draftsman competent to prepare required drawings FORM OF SUBMITTALS krM Architecture Operations and Maintenance Manuals 01 72 00 1 OONDOARWND A Prepare data in the form of an instructional manual for use by Owner s personnel B Format 1 Provide PDF of each separate product or each piece of operating equipment 2 Cover Identify each volume with type or printed title OPERATIONS AND MAINTENANCE INSTRUCTIONS List a Title or Project b Identity of separate structure as applicable c
34. Note No 20 Revised to clean brick masonry made from clay or shale using detergent masonry cleaner Clean concrete unit masonry to comply with masonry manufacturer s directions and applicable NCMA Tek bulletins Clean limestone units to comply with recommendations in ILI Handbook published by Indiana Limestone Institute of America Clean stone precast concrete units to comply with recommendations of the manufacturer or if manufacturer s recommendations not available comply with recommendations for limestone units Protection Provide final protection and maintain conditions in a manner acceptable to Installer which ensures unit masonry work being without damage and deterioration at time of substantial completion WATER REPELLENT TREATMENT General Apply specified water repellent treatment as recommended by the manufacturer Follow all recommended protection procedures to protect adjacent material bushes shrubs cars walks etc In the absence of specific recommendations take all precautions and maskings needed to protect adjacent materials Apply water repellent to the brick areas on the entire exterior of the building krM Architecture Unit Masonry 04 20 00 16 OAN Apply water repellent by the method and at the rate recommended by the manufacturer Apply only in environmental conditions favorable to the product Protect masonry surfaces or guard as needed until the material is dry END OF SECTION 04 20 00 krM Arc
35. Operate temporary services and facilities in a safe and efficient manner Do not overload temporary services or facilities and do not permit them to interfere with the progress of the work Do not allow unsanitary conditions public nuisances or hazardous conditions to develop or persist on the site Temporary Utilities Do not permit the freezing of pipes flooding or the contamination of water sources krM Architecture Temporary Facilities 01 50 00 3 OONDARWND Temporary Construction and Support Facilities Maintain temporary facilities in such a manner as to prevent discomfort to users Take necessary fire prevention measures Maintain temporary support facilities in a sanitary manner so as to avoid health problems and other deleterious effects Security and Protection Maintain site security and protection facilities in a safe lawful and publicly acceptable manner Take necessary measures to prevent erosion of the site DUMPSTER Each Contractor is to furnish their owner dumpster and pick up service at their cost PART 2 PRODUCTS MATERIALS AND EQUIPMENT General Provide new materials and equipment for temporary services and facilities used materials and equipment that are undamaged and in serviceable condition may be used if acceptable to the Architect Provide only materials and equipment that are recognized as being suitable for the intended use by compliance with appropriate standards Temporary Utilities Where th
36. Plumbers and Pipefitters 34 07 15 34 PLUMO440 003 12 01 2003 0G 00 DELAWARE JAY and MADISON COUNTIES Rates Fringes Plumber and Steamfitter 34 07 15 34 ROOF0023 003 06 01 2014 ALLEN DEKALB NOBLE STEUBEN and WHITLEY COUNTIES Rates Fringes ROOFER COMPOS TIT TON 154 lo Ast arare 19 83 9 73 SLATE amp TILE 4 2434 20 33 8 73 ROOF0023 007 06 01 2014 FULTON COUNTY Rates Fringes ROOFER COMPOS LTE ON fe er ete erst wear ePist sole a a 27 61 13 07 SLATE amp IDE I xs 28 11 13 07 ROOF0023 010 06 01 2014 ADAMS HUNTINGTON MIAMI WABASH and WELLS COUNTIES Rates Fringes ROOFER COMPOSITION ese a wel a TS 27 61 13 07 SLATE TIDE ses ese eni RR 28 11 13 07 ROOF0119 003 09 01 2010 http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 26 33 6 26 2014 BARTHOLOMEW BOONE MARION MONROE Rates Roofers COMPOST TIONS ses sensen sen eni 23 78 SLATE and TILE seoses iesieta ass 24 78 HAMILTON HANCOCK HENDRICKS MORGAN and SHELBY COUNTIES www wdol g ov wdol scafiles dav sbacon IN2 dvo v 9 JOHNSON Fringes ROOF0119 005 09 01 2010 BENTON CARROLL CASS CLINTON FOUNTAIN
37. Record Documents 01 7100 2 OONDARWND SECTION 01 71 10 CLEANING PART 1 GENERAL DESCRIPTION A Related Requirements Specified Elsewhere 1 Cleaning of certain specific products are specified in their respective sections B In addition to the requirements of the Conditions of the Contract the following requirements shall be complied with in respect to Cleaning SAFETY REQUIREMENTS A Hazards Control 1 Store volatile wastes in covered metal containers and remove from premises daily 2 Prevent accumulation of wastes which create hazardous conditions 3 Provide adequate ventilation during use of volatile or noxious substances B Conduct cleaning and disposal operations to comply with local ordinances and anti pollution laws 1 Do not burn or bury rubbish and waste materials on project site 2 Do not dispose of volatile wastes such as mineral spirits oil or paint thinner in storm or sanitary drains 3 Do not dispose of wastes into streams or waterways PART 2 PRODUCTS A Use only cleaning materials recommended by manufacturer of surface to be cleaned B Use cleaning materials only on surfaces recommended by cleaning material manufacturer PART 3 EXECUTION A Project Clean up and Rubbish Container b No trash will be allowed to accumulate for a period of longer than one week i The GC will be responsible for erecting a suitable closed relatively dust free chute for use by all trades during
38. S eue d este eue 26 01 586 20 WK Group 4 seis we X ee e 9x xx jx 26 11 586 20 WK Group 5 or ews 24 21 586 20 WK TRUCK DRIVER CLASSIFICATIONS GROUP 1 Truck Driver Helper GROUP 2 Truck Driver on Fork Lifts GROUP 3 Truck Driver on Tandem Semi or Tri axle GROUP 4 Truck Driver on Water Trucks and Mechanic GROUP 5 Truck Driver Euclid Earth Movers HAMILTON HANCOCK HEN COUNTIES TRUCK DRIVI TRUCK DRIVI TEAMO716 001 06 01 2013 DRICKS JOHNSON MORGAN AND SHELTBY Rates Fringes ER Ji ay enter eere ie ere eror eee le vmm s 25 87 13 45 poner EA RICE S 25 94 13 45 OA veug Vigo qae qas Ye gae ceng Te ee 26 02 13 45 ER CLASSIFICATIONS GROUP 1 Truck Driver Helper GROUP 2 Truck Driver on Fork Lifts GROUP 3 Truck Driver on Tandem Semi or Tri axle WELDERS Receive rat operation to which welding is prescribed for craft performing incidental http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 30 33 6 26 2014 www wdol g ov wdol scafiles davisbacon IN2 dvb v 9 Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses 29CFR 5 5 a 1 ii The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type s of construction in the ar
39. Select fasteners for the type grade and class required Bolts and Nuts Regular hexagon head type ASTM A 307 Grade A Masonry Anchorage Devices Expansion shields FS FF S 325 Toggle Bolts Tumble wing type FS FF B 588 type class and style as required Paint Shop Primer for Ferrous Metal Manufacturer s or Fabricator s standard fast curing lead free universal primer selected for good resistance to normal atmospheric corrosion for compatibility with finish paint systems indicated and for capability to provide a sound foundation for field applied topcoats despite prolonged exposure complying with performance requirements of FS TT P 645 Galvanizing Repair Paint High zinc dust content paint for regalvanizing welds in galvanized steel complying with Military Specifications MIL P 21035 Ships or SSPC Paint 20 Non Slip Aggregate Finish Factory graded packaged material containing fused aluminum oxide grits or crushed emery as abrasive aggregate rust proof and non glazing unaffected by freezing moisture or cleaning materials FABRICATION GENERAL Workmanship Use materials of size and thickness indicated or if not indicated as required to produce strength and durability in finished product for use intended Work to dimensions indicated or accepted on shop drawings using proven details of fabrication and support Use type of materials indicated or specified for various components of work Form exposed work true to
40. Supplementary and other Conditions Drawings Specifications Addenda issued prior to execution of this Agreement other documents listed in this Agreement and Modifications issued after execution of this Agreement all of which form the Contract and are as fully a part of the Contract as if attached to this Agreement or repeated herein The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations representations or agreements either written or oral An enumeration of the Contract Documents other than a Modification appears in Article 9 ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents except as specifically indicated in the Contract Documents to be the responsibility of others ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3 1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner Insert the date of commencement if it differs from the date of this Agreement or if applicable state that the date will be fixed in a notice to proceed If prior to the commencement of the Work the Owner requires time to file mortgages and other security interests the Owner s time requirement shall be as follows 3 2 The Contract Time shall be measured from the date of
41. Usage 313010 Excavating and Backfill 314100 Storm amp Sanitary Drainage BICIS 323113 Chain Link Fencing Section NOT USED END OF INDEX Index 00 00 00 3 ONoOoaRWD aoRARHRRHRPPRPHPWWWWWWWWWOWONNNNNNNNNNHHAHBAHHHeAtes O OAN DAR WN 0o du AONDARPWNHIH ODADANDAARPWNHI OCOOAOANDAARWN oco SECTION 00 02 00 NOTICE TO BIDDERS Notice is hereby given that TELAMON CORPORATION will receive sealed bids for furnishing all labor and materials tools equipment and transportation necessary for Site upgrades and foundation for a modular unit to be used for TRC Head Start Anderson located at 812 West 13 Street in Anderson IN Bids will be received for one prime contract for all work Bids will be received until Thursday August 14 2014 at 2 00 pm prevailing local time Bids shall be delivered to Proposals submitted by fax will not be accepted Proposals submitted electronically should be emailed to kgordon transitionresources org and dmontgomery krmarchitecture com Email preferred or mailed to Transition Resources Corporation ATTN TRC Anderson Head Start 600 Corporation Drive Pendleton IN 46064 Please contact Gordon Upchurch for any questions gupchurch transitionresources org or M 765 623 8737 Bids will be opened in private by the owner All bids received after the published bid time will not be considered All work shall be in accordance with plans specifications and intent prepared by krM
42. Use sealants adhesives fasteners and other materials recommended by system manufacturer Embed channel sections and drainage specialties in 4 inch 102 mm minimum concrete around bottom and sides Fasten grates to channel sections if indicated Assemble channel sections with flanged or interlocking joints Embed channel sections in 4 inch 102 mm minimum concrete around bottom and sides STORM WATER STORAGE CHAMBER INSTALLATION The installation of the Storm water storage chambers is to follow the manufacturers recommended guidelines krM Architecture STORM AND SANITARY DRAINAGE 31 4100 8 3 12 Provide instructions from the manufacturers in the submittals for review Schedule an on site pre installation conference to review the installation procedures CONNECTIONS Connect nonpressure gravity flow drainage piping in building s storm building drains specified in Division 15 Section Storm Drainage Piping Make connections to existing piping and underground manholes 1 Use commercially manufactured wye fittings for piping branch connections Remove section of existing pipe install wye fitting into existing piping and encase entire wye fitting plus 6 inch 150 mm overlap with not less than 6 inches 150 mm of concrete with 28 day compressive strength of 3000 psi 20 7 MPa Make branch connections from side into existing piping NPS 4 to NPS 20 DN 100 to DN 500 Remove section of existing pipe install wye fitti
43. accessories JOB CONDITIONS Do not deliver equipment until building is enclosed and ready for installation PART 2 PRODUCTS Dimensions indicated for pipe roll formed and H sections are outside dimensions exclusive of coatings Available Manufacturers Subject to compliance with requirements manufacturers offering products which may be incorporated in the work include but are not limited to the following Manufacturer Subject to compliance with requirements provide products of one of the following Galvanized steel fencing and fabric Allied Tube and Conduit Corp American Fence Corp Anchor Fence Inc Steel Fabric Fabric No 9 Ga 0 148 0 005 size steel wires 2 mesh with top and bottom selvages knuckled for all fabric heights Furnish one piece fabric widths for fencing up to 12 high Chain Link Fencing 32 3113 1 Fabric Finish Galvanized ASTM A 392 Class with not less than 1 2 oz Zinc per sq ft of surface Steel Framework General Galvanized Steel ASTM A 120 or A 123 with not less than 1 8 oz Zinc per sq ft of surface Fittings and Accessories Galvanized ASTM A 153 with zinc weights per table Up to 6 Fabric Height 2 OD steel pipe 2 72 Ibs Per lin Ft Z to 12 Fabric Height 3 OD 5 79 lbs per lin Ft Over 12 Fabric Hieght 4 OD 9 11 lbs Per lin Ft Line Posts Space 8 0 o c unless otherwise indicated Gate Posts Furnish posts for suppo
44. accompanying the bid as assurance that the bidder will execute the applicable contractual documents within the specified period if the bid is accepted The amount of the Bid Bond shall be 5 of the bid value e The award contractor will be required to execute a Performance Bond at 100 of the contract price e The award contractor will be required to execute a Payment Bond at 100 of the contract price A Payment Bond assures payment to all persons supplying labor and material in connection with the work provided in the contract e Obtain bonds under the contract from companies holding certificates of authority as acceptable sureties pursuant to 31 CFR part 223 Surety Companies Doing Business with the United States GENERAL LIABILITY Instructions to Bidders and Terms of the Contract 00 1000 5 OONDOARWND Contractors must have current 1 000 000 per occurrence General Liability and Workmen s Compensation Insurance to meet NC State statutory limits The Certificate of Insurance must show Telamon Corporation as an additional insured This information must be type written on the certificate Sample language Telamon Corporation its officers employees agents and principals are additional insureds with respect to General Liability coverages on this form Any engineering or architectural firm shall have Professional Liability Insurance in the amount of 1 000 000 per occurrence TERMS OF PAYMENT The GC shall p
45. against you if you sign it even if you have not been paid THE UNDERSIGNED HAVE PERFORMED PROVIDED EITHER LABOR SERVICES EQUIPMENT OR MATERIALS ON THE PROJECT DESCRIBED ABOVE AND HAVE BEEN PAID IN FULL TO DATE Company Name Title Signature of Subcontractor Date Company Name Title Signature of Subcontractor Date Company Name Title Signature of Subcontractor Date Company Name Title Exhibit H 6 26 2014 General Decision Number www wdol g ovwdol scafiles davisbacon IN2 dvb v 9 IN140002 06 20 2014 IN2 Decision Number IN20130002 Superseded General State Indiana Construction Type Counties Adams Allen Building Bartholomew Benton Blackford Boone Carroll Fulton Grant Huntington Jay Cass Clinton Hamilton Johnson Madison Marion Miami Montgomery Morgan Noble abash Warren Wells White and Whitley Counties in Indiana DeKalb Delaware Fountain Hancock Hendricks Howard Monroe Tippecanoe Tipton Shelby Steuben BUILDING CONSTRUCTION does not include single family homes and apartments up to and including 4 stories Modification Number 0 O00 10 01 5 C N20 F2 Publication Date 01 03 2014 01 17 2014 02 14 2014 02 28 2014 04 04 2014 05 09 2014 05 23 2014 06 06 2014 06 13 2014 06 20 2014 ASBE0018 004 06 01 2013 FOUNTAIN
46. and plates to ensure that no voids remain Steel Pipe Railings and Handrails Adjust railing prior to anchoring to ensure matching alignment at abutting joints Space posts at spacing indicated or if not indicated as required by design loadings Plumb posts in each direction Secure posts and railing ends to building construction as follows Anchor posts in concrete by core drilling holes not less than 5 deep and 3 4 greater than outside diameter of post Clean holes of all loose material insert posts and fill annular space between post and concrete with non shrink non metallic grout mixed and placed to comply with grout manufacturer s directions Leave anchorage joint exposed wipe off excess grout and level 1 8 build up sloped away from post For installation exposed on exterior or to flow of water seal grout to comply with grout manufacturer s directions For hollow masonry anchorage use toggle bolts having square heads For stud partitions use lag bolts set into wood backing between studs Coordinate with stud installations for accurate location of backing members ADJUST AND CLEAN Touch Up Painting Immediately after erection clean field welds bolted connections and abraded areas of shop paint and paint exposed areas with same material as used for shop painting Apply by brush or spray to provide a minimum dry film thickness of 2 0 mils For galvanized surfaces Clean field welds bolted connections and abraded areas and
47. any for which the Architect has withheld or nullified a Certificate for Payment as provided in Section 9 5 of AIA Document A201 2007 to 5 1 7 The progress payment amount determined in accordance with Section 5 1 6 shall be further modified under the following circumstances 4 Add upon Substantial Completion of the Work a sum sufficient to increase the total payments to the full amount of the Contract Sum less such amounts as the Architect shall determine for incomplete Work retainage applicable to such work and unsettled claims and Section 9 8 5 of AIA Document A201 2007 requires release of applicable retainage upon Substantial Completion of Work with consent of surety if any 2 Add if final completion of the Work is thereafter materially delayed through no fault of the Contractor any additional amounts payable in accordance with Section 9 10 3 of AIA Document A201 2007 5 1 8 Reduction or limitation of retainage if any shall be as follows If it is intended prior to Substantial Completion of the entire Work to reduce or limit the retainage resulting from the percentages inserted in Sections 5 1 6 1 and 5 1 6 2 above and this is not explained elsewhere in the Contract Documents insert here provisions for such reduction or limitation 5 1 9 Except with the Owner s prior approval the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the
48. apply galvanizing repair paint to comply with ASTM A 780 END OF SECTION krM Architecture Metal Fabrications 05500 7 OONDOOARWND SECTION 07 20 00 INSULATION PART 1 GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract including General and Supplementary Conditions and Division 1 specification sections apply to work of this section DESCRIPTION OF WORK Extent of insulation work is shown on drawings and indicated by provisions of this section Applications of insulation specified in this section include the following e Board type building insulation e Board type building insulation concealed e Blanket type building insulation e Polyvinyl Vapor Barrier RELATED SECTIONS Extruded polystyrene board insulation for cavity walls is specified in Division 4 section Masonry Sound attenuation blankets installed as part of metal framed gypsum drywall assemblies are specified in Division 9 section Gypsum Drywall Board type insulation for roofs is specified with the roofing system QUALITY ASSURANCE Thermal Resistivity Where thermal resistivity properties of insulation materials are designed by r values they represent the rate of heat flow through a homogenous material exactly 1 thick measured by test method included in reference material standard or otherwise indicated They are expressed by the temperature difference in degrees F between the two exposed faces required to cause one BTU to flow thro
49. backing at intersections Bond Breaker Tape Install bond breaker tape smoothly at back of joint where joint backing is not required or cannot be installed Sealant shall adhere only to the sides and not to the back of the joint so as to eliminate three point adhesion INSTALLATION Sealant Application Apply sealant in accordance with manufacturer s application manual or instructions using hand guns or pressure equipment with proper nozzle size on clean dry properly prepared substrate Force sealant into joint and against the side of joint to make uniform Avoid pulling the sealant from sides Fill sealant space completely with sealant Tooling Tooling is required to insure firm full contact with the interfaces of the joint Tool joint to form smooth uniform beads with slightly concave surfaces Finish joints shall be straight uniform smooth and neatly finished Remove any excess sealant from adjacent surface of joint leaving work in a neat clean condition Where an irregular surface or sensitive joint border exists the applicator shall apply making tape at edges of joint to insure joint neatness and protection Tape to be removed after sealant is applied CLEANING Clean off excess compound or smears with cleaning material recommended by manufacturer of compound Leave work in a condition satisfactory to Architect END OF SECTION krM Architecture Sealants 07 90 00 4 SECTION 31 01 51 UNDERGROUND UTILITY PROTECTION
50. be specifically enforceable under applicable law in any court having jurisdiction thereof 16 8 The procedures specified in this Article 4 5 shall be the sole and exclusive procedures for the resolution of disputes between the parties arising out of or relating to this Agreement provided however that a party may seek a preliminary injunction or other preliminary judicial relief in a court located in Indiana if in its judgment such action is necessary to avoid irreparable damage Should any party to this Agreement initiate litigation such suit shall be brought in a court located in the State of Indiana All applicable statutes of limitation shall be tolled while the procedures specified in this Article 4 5 are pending The parties will take such action if any required to effectuate such tolling ARTICLE 5 Supplementary General Conditions 00 80 00 3 OONDOARWND Delete item 5 4 2 ARTICLE 7 Delete item 7 3 8 ARTICLE 11 INSURANCE Delete Article 11 in its entirety and replace with the following Section 11 a Contractor s Liability Insurance The Contractors shall purchase and maintain such insurance as will protect him from the claims set forth below any or all of which may arise out of or result from the operations of the Contractor his Subcontractors and anyone directly or indirectly employed by any of them or by anyone for whose acts any of them may be liable whether on or adjacent to the Project or elsewhere a claims un
51. commencement 3 3 The Contractor shall achieve Substantial Completion of the entire Work not later than days from the date of commencement or as follows Insert number of calendar days Alternatively a calendar date may be used when coordinated with the date of commencement If appropriate insert requirements for earlier Substantial Completion of certain portions of the Work AIA Document A101 2007 Copyright 1915 1918 1925 1937 1951 1958 1961 1963 1967 1974 1977 1987 1991 1997 and 2007 by The American Institute of Architects All rights reserved WARNING This AIA Document is protected by U S Copyright Law and International Treaties Unauthorized reproduction or distribution of this AIA Document or any portion of it may result in severe civil and criminal penalties and will be prosecuted to the maximum extent possible under the law This document was produced by AIA software at 14 30 26 on 02 28 2011 under Order No 1462094857_1 which expires on 08 23 2011 and is not for resale User Notes 726230852 Init Portion of Work Substantial Completion Date subject to adjustments of this Contract Time as provided in the Contract Documents Insert provisions if any for liquidated damages relating to failure to achieve Substantial Completion on time or for bonus payments for early completion of the Work ARTICLE 4 CONTRACT SUM 4 1 The Owner shall pay the Contractor the Contract Sum in current fun
52. concealed spaces 2 Remove grease dust dirt stains labels fingerprints and other foreign materials from sight exposed interior and exterior finished surfaces polish surfaces so designated to shine finish 3 Repair patch and touch up marred surfaces to specified finish to match adjacent surfaces 4 Remove all foreign materials from roof and site area B Final clean up includes the following by the GC 1 Final cleaning shall take place after each of the Contractors has performed his cleaning work as called for in the paragraph above 2 Employ professional cleaners for final cleaning 3 Wash and clean all glass 4 Broom clean paved surfaces krM Architecture Cleaning 01 71 10 2 OONDARWND Clean all floor surfaces of dirt and dust mop and wax Polish all metal Vacuum all carpets Clean all walls Clean all other surfaces in preparation for use by the owner 10 Clean all mechanical and electrical equipment Including all dust and debris on top of equipment in addition to items required in other divisions 11 Mechanical chases and other areas that persons may need access to should be cleaned out removing all construction material not needed and all other debris Surfaces in these areas are to be free of oils and any other chemical or contaminants that would transfer to persons entering these spaces 12 All cabinets built in shelving and other storage related areas should be clean and ready for us
53. construction above ground floor j The GC will be responsible for cleaning the streets and adjacent areas during construction krM Architecture Cleaning 017110 1 OONDARWND C Demolition Work Cleaning of concrete foundation water and mud shall be by the GC to allow for masonry foundations Debris resulting from the demolition work required shall be removed from the site daily No removed materials will be allowed to accumulate in the building or around the premises It will be each Contractor s responsibility to perform as listed above but in case of a dispute the Architect shall have the right to order the trash and rubbish removed and the cost shall be charged to the Contractor responsible as may be decided by the Architect D Dumpster Trash Service Provided by the General Contractor a The General Contractor shall provide a dumpster on the jobsite at all times for his use and the use of all trades for Project Clean up but not for the disposal of packaging and crating generated by other Prime Contractors E Clean Up of Work Areas During Construction FINAL CLEANING a The GC shall provide and maintain a clean up service throughout the construction period for all areas of site and the building for all trades A General Contractor shall provide the following 1 In preparation for substantial completion or occupancy conduct final inspection of sight exposed interior and exterior surfaces and of
54. course on footings where cells are not grouted spread out full mortar bed including areas under cells Set stone units in full bed of mortar with all vertical joints slushed full Fill dowel anchor and similar holes solid Wet stone joint surface thoroughly before setting for stone surfaces which are soiled clean bedding and exposed surfaces with fiber brush and soap powder followed by thorough rinsing with clear water Use plastic or lead joint spacer buttons to prevent joint collapse when setting stone units Joints for stone units are to be of white mortar to match stone Maintain joint widths except for minor variations required to maintain bond alignment Where not required to match existing lay walls with 3 8 joints Cut joints flush for masonry walls which are to be concealed or to be covered by other materials unless otherwise indicated krM Architecture Unit Masonry 04 20 00 12 OONDABRWDND Tool exposed joints slightly concave for exterior work using a jointer larger than joint thickness unless otherwise indicated For interior brick walls use a fully raked joint back 3 8 Remove masonry units disturbed after lying clean and reset in fresh mortar Do not pound corners or jambs to shift adjacent stretcher units which have been set in position If adjustments are required remove units clean off mortar and reset in fresh mortar CAVITY WALLS Keep cavity clean of mortar droppings and other materials during c
55. dvb v 9 bulk Water or Screw Operator on Acetylene Cement Nozzle ders when Dynamite men drillers air track or wagon drilling ULTON HOWARD MIAMI Fringes 12 25 12422 12525 Scaffold ilroad All 3 Lumber or Like Treated kers and rking s Working Assembly of and Sewer Pipe s Pump Lime or ic Deck Water Main and Cable Ducking Screed Man or Screw Operator rators Applying of Dewatering Header Mortar Mixers Burner fold ons 19 33 6 26 2014 www wdol g ovwdol scafiles davisbacon IN2 dvb v 9 ater Blast Machine Operators Air and Electric Vibrators and Chipping Hammer Operators Asbestos Removal Hazardous aste Removal All Boiler Setters Laborers including Expediters Bottom Men Bel Men and Mason Tenders GROUP 3 Dynamite man Drill ers air track or wagon for explosives LABO0741 003 06 01 2013 BARTHOLOMEW JOHNSON MONRO Ba and MORGAN COUNTIES Rates Fringes Laborers GROUP Lesy ests uis 3e P4 See vp 21 18 12 25 GROUPES Zoe be ed Bee de wedi wie 21 99 12225 GROUD 3 85 cv esse susie erate shake oe RS S 22 18 12225 LABORERS CLASSIFICATIONS GROUP 1 Building and Construction Laborers Scaffold Handling of Creosote Lumber Deeper than Six 6 Feet in Builders other than for masons or plastersrs Railroad orkers Masonry Wall Washers interior a
56. following requirements shall be complied with in respect to Project Record Documents The General Contractor shall maintain at the site for the Owner one record copy of Drawings Specifications Addenda Change Orders and Other Modifications to the Contract Architect s Field Orders or written instructions Approved Shop Drawings Product Data and Samples Field Test records Construction photographs MAINTENANCE OF DOCUMENTS AND SAMPLES Store documents and samples in General Contractor s field office apart from documents used for construction e Provide files and racks for storage of documents e Provide locked cabinet or storage space for storage of samples File documents and samples in accordance with Data Filing Format of the Uniform Construction Index Maintain documents in a clean dry legible condition and in good order Do not use record documents for construction purposes Make documents and samples available at all times for inspection by Architect RECORDING Label each document PROJECT RECORD in neat large printed letters Each Prime Contractor is to record information concurrently with construction progress for their portion of work Field records of construction shall be submitted to the Architect at the close of the project for preparation of As Built drawings e Donot conceal any work until required information is recorded e Record horizontal and vertical locations of underground utilities and appurtenances re
57. ground surface Demolish and remove below grade wood metal construction and floor construction except concrete slabs on grade DISPOSAL OF DEMOLISHED MATERIALS General Remove from site debris rubbish and other materials resulting from demolition operations Burning of removed materials from demolished structures will not be permitted on site Removal Transport materials removed from demolished structures and dispose of off site END OF SECTION krM Architecture Selective Demolition 02 06 50 3 OmAANDMNBWN KR SECTION 02 07 50 SOIL POISONING PART 1 GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section DESCRIPTION OF WORK Under all new construction areas under buildings provide soil poisoning to eliminate current and future infestation of insects and plant material Product is to be warranted for a period of not less than ten years Product is to be applied by a licensed applicator knowledgeable of the product being installed Submittal submit all product literature describing safety use rates governmental approvals warranties and other components PART 2 PRODUCTS Provide products approved by the EPA and other governmental agencies as safe for under slab soil poisoning PART 3 EXECUTION Install prior to granular fill and other final construction operations
58. including each helper apprentice and trainee employed on the contract during the payroll period has been paid the full weekly wages earned without rebate either directly or indirectly and that no deductions have been made either directly or indirectly from the full wages earned other than permissible deductions as set forth in Regulations 29 CFR part 3 3 That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed as specified in the applicable wage determination incorporated into the contract C The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH 347 shall satisfy the requirement for submission of the Statement of Compliance required by paragraph a 3 B of this section D The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the United States Code iii The contractor or subcontractor shall make the records required under paragraph a 3 i of this section available G for inspection copying or transcription by authorized representatives of the write the name of the agency or the Department of Labor and shall permit such representatives to interview employees during working hours on the job If the contractor or subcontractor f
59. mud If present all mud and dirt shall be washed off so that there is no possibility of dropping mud after leaving the site Any construction mud found on streets attributed to construction will be cleaned immediately by the City of and the Contractor invoiced for the cleaning Parking All construction parking for workmen is to take place where directed by the owner Site Fencing When requested by the owner the GC is construct fencing and barricades to provide safety It should be anticipated that fencing will used Site Cleanliness and professionalism The site is to remain ordered and clean at all times Weeds and grass are to be cut down regularly All materials are to be well organized neatly stacked and in general present a neatly organized site Regular removal of debris is to take place Mud is to be cleaned from pavements Besides the safety improvements a neat site creates a neat site portrays a professional image to the community regarding the project which is required Public Street Usage Contractors are to make individual arrangements with the Government for the use of street areas Modifications It is recognized that the contractors expertise in coordinating construction will likely generate more specific ideas on the management of the site The Contractor may modify these requirements if agreeable by the owner In addition additional site usage restrictions may be imposed on the contractor if required to allow un disrupted
60. not union majority rates LA indicates the State of Louisiana 2004 is the year of the survey and 007 is an internal number used in producing the wage determination A 1993 or later date 5 13 2010 indicates the classifications and rates under that identifier were issued http www wdol g ov wdol scafiles davisbacon IN2 dvb v 9 31 33 6 26 2014 www wdol g ov wdol scafiles davisbacon IN2 dvb v 9 as a General Wage Determination on that date Survey wage rates will remain in effect and will not change until a new survey is conducted WAGE DETERMINATION APPEALS PROCESS 1 Has there been an initial decision in the matter This can be an existing published wage determination a survey underlying a wage determination a Wage and Hour Division letter setting forth a position on a wage determination matter a conformance additional classification and rate ruling On survey related matters initial contact including requests for summaries of surveys should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis Bacon survey program If the response from this initial contact is not satisfactory then the process described in 2 and 3 should be followed ith regard to any other matter not yet ripe for the formal process described here initial contact should be with
61. notification of the conditions is submitted to the Contractor and a written acknowledgement with order to proceed is provided by the Contractor Do not proceed with the installation of sealant under adverse weather conditions when joints to be sealed are damp wet or frozen or when temperatures are below or above the manufacturer s recommended limitations for installation Consult the manufacturer for specific instructions before proceeding PART 2 PRODUCTS krM Architecture Sealants 07 90 00 2 OONDARWND SEALANTS Contractor to use the product recommended by the manufacturer as being the top of the line best sealant for each application The materials are generally to be silicone sealants as manufactured by General Electric Silpruf line of sealants For masonry work select only sealants that will not bleed ACCEPTABLE MANUFACTURERS Dow Corning General Electric silicone Tremco Sika polyurethane MATERIALS Silicone Sealant Tremco Spectrum One BACKER ROD To be compressible foam type round backer rod placed in all construction joints Material shall be closed cell and certified not to release expansive gas that may cause sealant to bubble MATERIALS PERFORMANCE REQUIREMENTS Specifications Conform to applicable Federal or ASTM Specifications Color As selected by Architect from manufacturer s standard color or special color if applicable Sealant Primer Suitable to the substrate surface as reco
62. of the work or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project Such records shall contain the name address and social security number of each such worker his or her correct classification hourly rates of wages paid including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1 b 2 B of the Davis Bacon Act daily and weekly number of hours worked deductions made and actual wages paid Whenever the Secretary of Labor has found under 29 CFR 5 5 a 1 iv that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1 b 2 B of the Davis Bacon Act the contractor shall maintain records which show that the commitment to provide such benefits is enforceable that the plan or program is financially responsible and that the plan or program has been communicated in writing to the laborers or mechanics affected and records which show the costs anticipated or the actual cost incurred in providing such benefits Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs the registration of the apprentices and trainees and the ratios and wage rates prescribed in th
63. or application be in conformance with the regulations of this act and as amended LABOR AND CONSTRUCTION CONDITIONS AND COORDINATION OF THE WORK Bidders are required to inform themselves fully of the conditions relating to construction and labor under which the work will be performed and the Contractor must employ as far as possible such methods and means in the carrying out of this work as will not cause any interruptions or interference with any other contractors with whom the owner may wish to contract During this project it is the owner s intention to have a separate telephone computer and furnishings contractor which will be working at the site intermittently COMPETITIVE CLAUSE Where in these Specifications one or more certain materials trade names or articles of certain manufacturers are mentioned it is done for express purpose of establishing a basis of durability and efficiency and not for the purpose of limiting competition Other names of materials can be used if in the opinion of the Architect and Owner they are equal in durability and efficiency to those mentioned and of design in harmony with the work as outlined and the Architect give a written approval of a substitution before the articles and materials are included in the bid Items can be substituted only in accordance with the procedure outlined above for product substitution before bidding BUILDING LAWS All building construction work alternates repairs or mecha
64. ov wdol scafiles davisbacon IN2 dvb v 9 Blast Machine GROUP 3 Dynamite men Drillers air track or wagon drilling for explosives LABORER CLASSIFICATIONS For CAISSON AND TUNNEL WORK In COMPRESSED and FREE AIR GROUP 1 Cage Tenders Dump Men Flagman Signalman Top Laborers Rod Men GROUP 2 Concrete Repairmen Lock Tenders pressure side Motor men Muckers Grout Machine Track Layers Air Hoist Key Board Agitator Car Car Pushers Concrete Laborers Grout Laborers Lock Tenders free air side Steel Setters Tuggers Switchmen GROUP 3 Mucking Machine Laser Beam Liner Plate amp Ring Setter Shield Drivers Power Knife Welders Burners Pipe Jacking Machine Skinners Maintenance Technician Miner Bricklayer Tenders Concrete Blowers DRillers Erectors Form Men Jackhammermen Mining Machine GROUP 4 Dynamite Men Drillers air track or wagon drilling for explosives LABO0213 001 06 01 2013 ADAMS ALLEN DEKALB HUNTINGTON NOBLE STEUBEN WABASH WELLS AND WHITLEY COUNTIES Rates Fringes Laborers GROUB T4 4 2s 5 2 SB Gels Suse ese ays S X9T3 11 90 GROUP ug geqeeqECqdS le PE 19 63 11 90 GROUB 3 inetd Send deut Solan dl Seren enon t S203 11 90 LABORERS CLASSIFICATION GROUP 1 Building and Construction Laborers Scaffold Builders other than for Masons and Plaster
65. piping krM Architecture STORM AND SANITARY DRAINAGE 31 4100 5 3 3 as indicated to extent practical Where specific installation is not indicated follow piping manufacturer s written instructions Install piping beginning at low point true to grades and alignment indicated with unbroken continuity of invert Place bell ends of piping facing upstream Install gaskets seals sleeves and couplings according to manufacturer s written instructions for use of lubricants cements and other installation requirements Install manholes for changes in direction unless fittings are indicated Use fittings for branch connections unless direct tap into existing sewer is indicated Install proper size increasers reducers and couplings where different sizes or materials of pipes and fittings are connected Reducing size of piping in direction of flow is prohibited When installing pipe under streets or other obstructions that cannot be disturbed use pipe jacking process of microtunneling Install gravity flow nonpressure drainage piping according to the following 1 Install piping pitched down in direction of flow Install piping NPS 6 DN 150 and larger with restrained joints at tee fittings and at changes in direction Use corrosion resistant rods pipe or fitting manufacturer s proprietary restraint system or cast in place concrete supports or anchors 3 Install piping with 48 inch 1220 mm minimum cover 4 Install hub and spig
66. regulations in this part as may be applicable In this regard see Sec 5 5 a of this subtitle Page 4 of 4 Attachment D OONDARWND SECTION 01 01 00 SUMMARY OF THE WORK PART 1 GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section PROJECT WORK IDENTIFICATION The work is site work surrounding the installation of a modular unit west of the existing Head start facility located on 812 West 13 Street in Anderson IN The modular unit is NOT part of this scope of work TRC Head start is contracting out the installation of the modular building currently Site work includes sidewalks grading and under ground utility hookups water electric sanitary storm gas for the new modular unit The 8 concrete block foundation footer amp plate PRIME CONTRACTS There will be 1 prime contractor for all construction work General Contractor GC SCHEDULE This work is to occur immediately with substantial completion goal of November 1 2014 WORK OF THE PROJECT The contractors are to provide all material labor equipment transportation and other efforts that may be needed to provide a complete and useable facility The GC shall coordinate the construction of the project The work generally includes 1 Foundations for modular unit provided by site contractor 2 Upgrading and adding new
67. shown a maximum of 400 square feet with a maximum length to width ratio of 1 1 5 Joints may be formed using krM Architecture Concrete 03 3100 8 OONDARWND 1 4 x1 plastic or fiberboard strips or use inserts by saw cuts as soon as possible after slab finishing without dislodging 1 8 to 1 4 wide to 1 4 of the slab depth unless otherwise indicated Crack Joints In all ground slabs or slabs on grade provide a tooled in joint at least 1 deep in every 25 square feet for exterior or every 100 square feet for interior Provide in locations acceptable to the Architect if not indicated on the plans Joint sealant material is specified in Division 7 sections of these specifications INSTALLATION OF EMBEDDED ITEMS General Set and build into work anchorage devices and other embedded items required for other work that is attached to or supported by cast in place concrete Use setting drawings diagrams instructions and directions provided by suppliers of items to be attached thereto Edge Forms and Screed Strips for Slabs Set edge forms or bulkheads and intermediate screed strips for slabs to obtain required elevations and contours in finished slab surface Provide and secure units sufficiently strong to support types of screed st rips by use of strike off templates or accepted compacting type screeds PREPARATION OF FORM SURFACES Clean re used forms of concrete matrix residue repair and patch as required to return forms to acc
68. sidewalks 3 Site utility work END OF SECTION 01 01 00 krM Architecture Summary of The Work 01 0100 1 SECTION 010200 ALLOWANCES PART 1 GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section Reminder General Conditions of the Contract include the following subparagraph pertaining to Allowances the Contractor s costs for unloading and handling on the site labor installation costs overhead profit and other expenses contemplated for the original allowance shall be included in the Contract Sum and not in the allowance DESCRIPTION OF REQUIREMENTS Definitions and Explanations Certain requirements of the work related to each allowance are shown and specified in contract documents The allowance has been established in lieu of additional requirements for that work and further requirements thereof if any will be issued by change order Allowances should be listed as separate items on Schedule of Values and on Continuation Sheets attached to Pay Application Unused allowances or portions not used shall be returned back to the owner by Change Order at end of project The cash allowance shall be drawn against and authorized in the same method described for changes to the work PART 2 PRODUCTS Not Applicable PART 3 EXECUTION LIST OF ALLOWANCES END OF SECTION krM Archite
69. site 8 5 2 FINAL PAYMENT 5 2 1 Final payment constituting the entire unpaid balance of the Contract Sum shall be made by the Owner to the Contractor when the Contractor has fully performed the Contract except for the Contractor s responsibility to correct Work as provided in Section 12 2 2 of AIA Document A201 2007 and to satisfy other requirements if any which extend beyond final payment and a final Certificate for Payment has been issued by the Architect 8 5 2 2 The Owner s final payment to the Contractor shall be made no later than 30 days after the issuance of the Architects final Certificate for Payment or as follows ARTICLE 6 DISPUTE RESOLUTION 6 1 INITIAL DECISION MAKER The Architect will serve as Initial Decision Maker pursuant to Section 15 2 of AIA Document A201 2007 unless the parties appoint below another individual not a party to this Agreement to serve as Initial Decision Maker AIA Document A101 2007 Copyright 1915 1918 1925 1937 1951 1958 1961 1963 1967 1974 1977 1987 1991 1997 and 2007 by The American Institute of Architects All rights reserved WARNING This AIA Document is protected by U S Copyright Law and international Treaties Unauthorized reproduction or distribution of this AIA Document or any portion of it may result in severe civil and criminal penalties and will be prosecuted to the maximum extent possible under the law This document was produced by AIA softw
70. than the work required by the Contract documents and that it will perform adequately in the application indicated Include in this certification the Contractor s waiver of rights to additional payment or time which may subsequently be necessary because of the failure of the substitution to perform adequately Change Order Form Submit requests for substitutions in the form and in accordance with procedures required for change order proposals Architect s Action Within one week of receipt of the Contractor s request for substitution the Architect will request additional information or documentation as may be needed for evaluation of the request Within 2 weeks of receipt of the request or within one week of receipt of the requested additional information or documentation which ever is later the Architect will notify the Contractor of either the acceptance or rejection of the proposed substitution Acceptance will be in the form of a change order Rejection will include a statement giving reasons for the rejection Work Related Submittals The Contractor s submittal of and the Architect s acceptance of shop drawings product data or samples Which relate to work not complying with requirements of the contract documents does not constitute an acceptable or valid request for a substitution nor approval thereof PART 2 PRODUCTS Not Applicable PART 3 EXECUTION Not Applicable END OF SECTION krM Architecture Products and Substi
71. the Branch of Construction Wage Determinations Write to Branch of Construction Wage Determinations age and Hour Division S Department of Labor 00 Constitution Avenue N W ashington DC 20210 C N 2 If the answer to the question in 1 is yes then an interested party those affected by the action can request review and reconsideration from the Wage and Hour Administrator See 29 CFR Part 1 8 and 29 CFR Part 7 Write to Wage and Hour Administrator U S Department of Labor 200 Constitution Avenue N W Washington DC 20210 The request should be accompanied by a full statement of the interested party s position and by any information wage payment data project description area practice material etc that the requestor considers relevant to the issue 3 If the decision of the Administrator is not favorable an interested party may appeal directly to the Administrative Review Board formerly the Wage Appeals Board Write to Administrative Review Board http Awww wdol g ovwdol scafiles davisbacon IN2 dvb v 9 32 33 6 26 2014 www wdol g ovwwdol scafiles davisbacon IN2 dvb v 9 U S Department of Labor 200 Constitution Avenue N W Washington 4 All decisions by the Administrative Review Board are final DC 20210 END OF G ENE ECISION http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 33 33 Attachment D Copeland Act Contract Prov
72. the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of Drawings CLAIMS AND DISPUTES RESOLUTION OF CLAIMS AND DISPUTES Delete ARTICLE 4 4 RESOLUTION OF CLAIMS AND DISPUTES its entirety ARBITRATION Delete ARTICLE 15 4 ARBITRATION in its entirety and add the following 16 1 The parties will attempt in good faith to resolve any controversy or claim arising out of or relating to this agreement promptly by negotiations between senior executives of the parties who have authority to settle the controversy and preferably by executives who do not have direct responsibility for administration of this Agreement Supplementary General Conditions 00 80 00 2 OONOOARWND 16 2 The disputing party shall give the other party written notice of the dispute specifying that it falls within this dispute resolution paragraph If agreed to by both parties the dispute will be submitted to arbitration within the dispute resolution paragraph If both parties do not agree the issue must be solved though other processes Within twenty 20 days after receipt of said notice the receiving party shall submit to the other a written response The notice and response shall include 1 a statement of each party s position and a summary of the evidence and arguments supporting its position and 2 the name and title of the executive who will represent that party The executives shall meet in at a mutually a
73. v 9 6 33 6 26 2014 www wdol g ov wdol scafiles davisbacon IN2 dvb v 9 Includes the installation operation inspection maintenance repair and service of radio television recording voice sound and vision production and reproduction apparatus equipment and appliances used for domestic commercial education entertainment and private telephone systems ELECO725 011 06 02 2014 MONROE COUNTY ELEC0855 003 06 01 2013 BLACKFORD DELAWARE AND JAY COUNTIES Rates Fringes ELEC0873 002 03 01 2013 CLINTON GRANT HOWARD MIAMI TIPTON AND WABASH COUNTIES Rates Fringes ELEV0034 003 01 01 2014 BARTHOLOMEW BENTON BLACKFORD BOONE CARROLL CASS CLINTON DELAWARE FOUNTAIN FULTON GRANT HAMILTON HANCOCK HENDRICKS HOWARD JAY JOHNSON MADISON MARION MIAMI MONROE MONTGOMERY MORGAN SHELBY TIPPECANOE TIPTON WABASH ARREN AND WHITE COUNTIES I Rates Fringes Elevator Constructor Mechanics peenes eae a te ue Tusce 42 59 26 785 atb PATD HOLIDAYS a New Year s Day Memorial Day Independence Day Labor Day Vetern s Day Thanksgiving Day the Friday after Thanksgiving and Christmas Day b Employer contributes 8 of regular hourly rate to vacation pay credit for employee who has worked in business
74. within a tolerance of plus or minus 0 10 and extending a sufficient distance from footings and foundations to permit placing and removal of concrete formwork installation of services other construction and for inspection Earthwork 31 2000 3 N e e e e e e cee tl ae tl ee SOMANDNMBWNR DOMADMABRWNR b2 b2 P2 P2 B2 B2 P2 P2 oo 10 tA d UO LbP2 W O2 F2 Oo Q2 GW O9 GO UJ Lo O9 oo 10 UA 4 ULb 2 HRAAHAAHHHAA HW OMDANNABWNRK OO Wan Un AAV Un RUP In excavating for footings and foundations take care not to disturb bottom of excavation Excavate by hand to final grade just before concrete reinforcement is placed Trim bottoms to required lines and grades to leave solid base to receive other work Excavation for Pavements Cut surface under pavements to comply with cross sections elevations and grades as shown Excavation for Trenches Dig trenches to the uniform width required for particular item to be installed sufficiently wide to provide ample working room Provide 6 to 9 clearance on both sides of pipe or conduit Excavate trenches to depth indicated or required Carry depth of trenches for piping to establish indicated flow lines and invert elevations Beyond building perimeter keep bottoms of trenches sufficiently below finish grade to avoid freeze ups For pipes or conduit 5 or less in nominal size and for flat bottomed multiple duct conduit units do not excavate beyond indicated depths Hand ex
75. 0 Power Transmission 11 Lighting 12 Special Systems 0 090 RQN krM Architecture Operations and Maintenance Manuals 01 7200 4 OONDOOARWND 13 Heating and Cooling SUBMITTING SCHEDULE A Submit one 1 copy of preliminary drafts of proposed formats and outlines of contents sixty 60 days prior to final inspection or acceptance B Submit one 1 copy of completed data in final form fifteen 15 days prior to final inspection or acceptance with comments C Submit one 1 copy of approved data in final form ten 10 days after final inspection or acceptance INSTRUCTION OF OWNER S PERSONNEL A Prior to final inspection or acceptance fully instruct Owner s designated operating and maintenance personnel in the operation adjustment and maintenance of all products equipment and systems B Operations and maintenance manuals shall constitute the basis of instruction 1 Review contents of manuals with personnel in full detail to explain all aspects of operations and maintenance APPROVALS Operating and maintenance data submittals shall be approved by the Architect See Payments and Completion Articles in Conditions of the Contract END OF SECTION krM Architecture Operations and Maintenance Manuals 01 7200 5 OONDOARWND SECTION 01 73 00 WARRANTIES AND BONDS PART 1 GENERAL WARRANTIES AND BONDS A Compile specified warranties and bonds B Compile specified service and maintenance cont
76. 14 loader 1 2 Valve Co of moor or til le xer xed Hydrulic s ET d Tract ers al ggies ation small ng Machine Hydraulic Power Units Trenching 8 r Machines and less th ters Mechan rum Oilers ible Small r Tractors http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 tion Hoist Pumps Wel Rubber Tired farm type Combination lt mast ighlift shovel or front endloader 3 yd buc Boom Truck 2 24 225 2 25 2 2 22 5 55 55 55 55 55 Auto Boiler with lt Spreader Engineers Bulldozers Caisson Rigs r Systems Concrete 27E cu ft and Truck all Derricks all G an capble of hoisting and mechanically moving forks Ft Shovels or Front 2 or more drums L Pile Cretes amp Similar Drill sel r drawn Slip Form ide Boom Trenching Backhoe Drivers d over Bob Cat powered propelled 0 net horsepower yf bskhhoe o ncrete Breaker e than 21 cu Grease ft ket Post Hole queze crete typ eam Generators Winch Trucks ors equipment operator Hoist Elevators Grouting Machines less than through 15 yd an 600 cu ical Hoists automatic 1 Points and End Loaders 1 4 elding Machines ft all Hoist 12 33 6 26 2014 www wdol g ov wdol scafiles davisbacon IN2 dvb v 9 GROUP 5 Bobcats and forklifts com
77. 2 The classification is utilized in the area by the construction industry and 3 The proposed wage rate including any bona fide fringe benefits bears a reasonable relationship to the wage rates contained in the wage determination B If the contractor and the laborers and mechanics to be employed in the classification if known or their representatives and the contracting officer agree on the classification and wage rate including the amount designated for fringe benefits where appropriate a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division Employment Standards Administration U S Department of Labor Washington DC 20210 The Administrator or an authorized representative will approve modify or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 day period that additional time is necessary C In the event the contractor the laborers or mechanics to be employed in the classification or their representatives and the contracting officer do not agree on the proposed classification and wage rate including the amount designated for fringe benefits where appropriate the contracting officer shall refer the questions including the views of all interested parties and the recommendation of the contracting officer to the Administrator for determination The Admin
78. 4 20 00 13 OONDARWDND Provide continuity at corners and wall intersection by use of prefabricated L and T sections Cut and bend reinforcement units as directed by manufacturer for continuity at returns offsets column fireproofing pipe enclosures and other special conditions Space continuous horizontal reinforcement as follows For multi wythe walls solid or cavity where continuous horizontal reinforcement acts as structural bond or tie between wythes space reinforcement as required by code but not more than 16 o c vertically For single wythe walls space reinforcement at 16 o c vertically unless otherwise indicated For parapets space reinforcement at 8 o c vertically unless otherwise indicated Reinforce masonry openings greater than 1 0 wide with horizontal joint reinforcement placed in 2 horizontal joints approximately 8 apart immediately above the lintel and immediately below the sill Extend reinforcement a minimum of 2 0 beyond jambs of the opening except at control joints VERTICAL STEEL REINFORCING AND GROUTED CELLS Where called for provide vertical steel reinforcing in the hollow cells of the concrete blocks Bars to be continuos in one piece to the largest degree possible At splices lap 25 bar diameters Fill all cells of steel reinforced cells with pea gravel grout Fill cells as the wall is constructed with grout being installed in lifts no higher than 48 per lift ANCHORING MASONRY W
79. 70 and 2010 by The American Institute of Architects All rights reserved WARNING This AJA Document is protected by U S Copyright Law and International Treaties Unauthorized reproduction or distribution of this AIA Document or any portion of it may result in severe civil and criminal penalties and will be prosecuted to the maximum extent possible under the law This document was produced by AIA software at 14 30 59 on 02 28 2011 under Order No 1462094857 1 which expires on 08 23 2011 and is not for resale User Notes 1735537476 Signed and sealed this dayof Contractor as Principal Seal Witness Title Surety Seal Witness Title Init AIA Document A310 2010 Copyright 1963 1970 and 2010 by The American Institute of Architects All rights reserved WARNING This AIA Document is protected by U S Copyright Law and International Treaties Unauthorized reproduction or distribution of this AIA Document or any portion of it 2 may result in severe civil and criminal penalties and will be prosecuted to the maximum extent possible under the law This document was produced by I AIA software at 14 30 59 on 02 28 2011 under Order No 1462094857_1 which expires on 08 23 2011 and is not for resale User Notes 1735537476 Init z MALTA Document A201 2007 General Conditions of the Contract for Construction for the following PROJECT Name and location or address Sample THE OWNER Name legal st
80. 9 FR 97 Jan 4 1964 as amended at 33 FR 10186 July 17 1968 47 FR 23679 May 28 1982 3 Submission of weekly statements and the preservation and inspection of weekly payroll records a Each weekly statement required under Sec 3 3 shall be delivered by the contractor or subcontractor within seven days after the regular payment date of the payroll period to a representative of a Federal or State agency in charge at the site of the building or work or if there is no representative of a Federal or State agency at the site of the building or work the statement shall be mailed by the contractor or subcontractor within such time to a Federal or State agency contracting for or financing the building or work After such examination and check as may be made such statement or a copy thereof shall be kept available or shall be transmitted together with a report of any violation in accordance with applicable procedures prescribed by the United States Department of Labor Page 1 of 4 Attachment D b 4 Each contractor or subcontractor shall preserve his weekly payroll records for a period of three years from date of completion of the contract The payroll records shall set out accurately and completely the name and address of each laborer and mechanic his correct classification rate of pay daily and weekly number of hours worked deductions made and actual wages paid Such payroll records shall be made available at all times for in
81. Board Insulation Provide polymeric insulating foam in aerosol dispenser designed for filling voids in board insulation Product Subject to compliance with requirements provide Polycel 100 by Construction Products Div W R Grace amp Co PART 3 EXECUTION INSPECTION AND PREPARATION Require Installer to examine substrates and conditions under which insulation work is to be performed A satisfactory substrate is one that complies with requirements of the section in which krM Architecture Insulation 07 2000 3 OONDOARWND substrate and related work is specified Obtain Installer s written report listing conditions detrimental to performance of work in this section Do not proceed with installation of insulation until unsatisfactory conditions have been corrected Clean substrates of substances harmful to insulations or vapor retarders including removal of projections which might puncture vapor retarders INSTALLATION GENERAL Comply with manufacturer s instructions for particular conditions of installation in each case If printed instructions are not available or do not apply to project conditions consult manufacturer s technical representative for specific recommendations before proceeding with work Extend insulation full thickness as shown over entire area to be insulated Cut and fit tightly around obstructions and fill voids with insulation Remove projections which interfere with placement Apply a single layer
82. Compensation Commission is required CONTRACTOR DATE Davis Bacon Act Contract Provisions 1 Minimum wages i All laborers and mechanics employed or working upon the site of the work or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project will be paid unconditionally and not less often than once a week and without subsequent deduction or rebate on any account except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act 29 CFR part 3 the full amount of wages and bona fide fringe benefits or cash equivalents thereof due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1 b 2 of the Davis Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics subject to the provisions of paragraph a 1 iv of this section also regular contributions made or costs incurred for more than a weekly period but not less often than quarterly under plans funds or programs which cover the particular weekly period are deemed to be constructi
83. D SECTION 00 35 00 GENERAL CONDITIONS PART 1 GENERAL The 2007 edition of A I A Document A201 General Conditions of the Contract for Construction is to be considered part of this Project manual as the General Conditions of each prime Contract and is included on the following pages There are several specification sections in this specification manual that add additional requirements to work described in the A201 document Where additional work is described is to be provided above that described in A201 the contractor is to provide the additional work Some provisions of the AIA General Conditions are changed as part of this specification manual in supplementary general conditions and other sections The specific changes listed in this specification manual shall take precedence over the AIA General Conditions PART 2 PRODUCTS Not Applicable PART 3 EXECUTION Not Applicable END OF SECTION A A General Conditions 00 35 00 1 Init MATA Document A310 2010 Bid Bond CONTRACTOR SURETY Name legal status and address Name legal status and principal place of business OWNER Name legal status and address BOND AMOUNT PROJECT Name location or address and Project number if any Sample The Contractor and Surety are bound to the Owner in the amount set forth above for the payment of which the Contractor and Surety bind themselves their heirs executors administrators successors and assigns jo
84. F 21 deg C at end of work day 25 deg F 4 deg C to 20 deg F 7 deg C Mortar Heat mixing water and sand to produce mortar temperatures between 40 deg F 4 deg C and 120 deg F 49 deg C maintain temperature of mortar on boards above freezing Grout Heat grout materials to 90 deg F 32 deg C to produce in place grout temperature of 70 deg F 21 deg C at end of work day Heat both sides of walls under construction using salamanders or other heat sources Use windbreaks or enclosures when wind is in excess of 15 mph 20 deg F 7 deg C and below Mortar Heat mixing water and sand to produce mortar temperatures between 40 deg F 4 deg C and 120 deg F 49 deg C Grout Heat grout materials to 90 deg F 32 deg C to produce in place grout temperature of 70 deg F 21 deg C at end of work day krM Architecture Unit Masonry 04 20 00 3 OONDABRWDND Masonry Units Heat masonry units so that they are above 20 deg F 7 deg C at time of laying Provide enclosure and auxiliary heat to maintain an air temperature of at least 40 deg F 4 deg C for 24 hours after laying units Do not heat water for mortar and grout to above 160 deg F 71 deg C Protect completed masonry and masonry not being worked on in the following manner Temperature ranges indicated apply to mean daily air temperatures except for grouted masonry For grouted masonry temperature ranges apply to anticipated minimum night t
85. Instructions to Bidders and Terms of the Contract 00 10 00 7 CONTRACTORS BID To be completed for all bids Please type or print TELAMON CORPORATION TRC ANDERSON HEAD START Site upgrades and modular foundation August 14 2014 2 PM 1 Bidder Firm Address City State 2 Telephone Number 3 Person to contact regarding this Bid 4 Person to email regarding this Bid Pursuant to notices given the undersigned offers to furnish labor and or material necessary to complete the work for this public works project BASE BID for demolition and remodel into Head Start facility For the sum of sum in words DOLLARS sum in figures IN KIND CONTRIBUTION for Head Start facility remodel project The Administration for Children and Families ACF requires all Head Start grantees such as Telamon Corporation to provide contributions equal to 25 of their total Federal Head Start funding or 20 of the total Federal and non Federal combined Telamon Corporation is asking for an in kind contribution from the General Contractor that might range from 2 10 of Base bid In kind is defined as property or services that benefit a grant supported project or program such as the Head Start Program and are contributed by non Federal third parties without charge to the grantee In kind contributions may consist of the value of real property and equipment and the value of goods and services directl
86. MONTGOMERY TIPPECANOE WARREN and WHITE COUNTIES Rates Fringes ROORBEERZ 34 3 5 Sete aee yq Subd 3 voii S 3s PB 10 22 Slate and Tile 24 78 10 22 ROOF0205 001 05 01 2010 BLACKFORD DELAWARE GRANT HOWARD JAY MADISON and TIPTON COUNTIES Rates Fringes ROO TE Restate SAN S B VS NE Me et a tard 20 64 8 54 SFIN0669 002 07 01 2013 Rates Fringes SPRINKLER FITTER oss aege ewe eters 34 04 17 63 SHEE0020 003 07 01 2012 ADAMS ALLEN BLACKFORD CASS DEKALB GRANT HOWARD HUNTINGTON JAY MIAMI NOBLE STEUBEN WABASH WELLS and WHITLEY COUNTIES Rates Fringes Sheet metal worker HVAC Duct WOK J yi Xx 29 97 18 84 SHEE0020 004 07 01 2010 BARTHOLOMEW BOONE DELAWARE HAMILTON HANCOCK HENDRICKS JOHNSON MADISON MARION MONROE MORGAN SHELBY AND TIPTON COUNTIES http ww wdol g ov wdol scafiles davisbacon IN2 dvb v 9 27 33 6 26 2014 Sheet metal worker HVAC Duct Work www wdol g ovwwdol scafiles davisbacon IN2 dvb v 9 SHEE0020 016 01 01 2014 FULTON COUNTY Rates Fringes Including PERES UR DOR S 31 46 16 77 Rates Fringes TIPP 28 73 20 72 SHEE0020 020 07 01 2012 BENTON Sheet metal worker CLINTON Li ARREN AND WHITE COUNTIES HVAC Duct Work CARROLI FOUNTAIN MONTGOMERY TIPPECANOE Rates Fringes Including TEAMO135 001 04 01 2013 DE AWARE MONROE MONTGOMI C
87. N DRAWINGS centerline perpendicular d penny round END OF SECTION krM Architecture Abbreviations 01 0700 5 OONDARWND SECTION 01 09 00 DEFINITIONS AND STANDARDS PART 1 GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract including General and Supplementary Conditions and other Division 1 Specification sections apply to work of this section DESCRIPTION OF REQUIREMENTS General This section specifies procedural and administrative requirements for compliance with governing regulations and codes and standards imposed upon the Work These requirements include obtaining permits licenses inspections releases and similar documentation as well as payments statements and similar requirements associated with regulations codes and standards The term Regulations is defined to include laws statutes ordinances and lawful orders issued by governing authorities as well as those rules conventions and agreements within the construction industry which effectively control the performance of the work regardless of whether they are lawfully imposed by governing authority or not DEFINITIONS The terms General Contractor and Construction Manager shall be used interchangeably and shall be considered to have the same meaning throughout the Contract Documents General Explanation A substantial amount of specification language consists of definitions of terms found in other contract documents incl
88. NER DESIGNATION Bids are for the TRC Anderson Head Start site upgrade and modular foundation PLANS AND SPECIFICATIONS All work on this project shall be performed in accordance with the drawings specifications and intent prepared by krM Architecture 1020 Jackson Street Anderson Indiana 46016 and their consultants All work shall be performed in accordance with the contract documents Plans and specifications are on file in those places designated in the Notice to Bidders The term specifications specification manual and project manual all refer to this booklet BID TERMS OR TIME PERIOD The bids submitted shall be binding and valid for a period of not less than sixty 70 days past the date of bid submission and opening Bid Evaluation Process Telamon reserves the right to waive any irregularities reject any or all bids or accept any bid when in the opinion of Telamon when such action will serve their best interest Telamon has the right to refuse any or all offers Telamon may issue one contract for all work or it may split the work up at its sole option The bids will be evaluated based on Price Contractor Qualifications and the ability to meet proposal requirements CONTRACT FORMS Contract Agreement Form shall be A I A Form A101 2007 edition Payment forms shall be A I A Form G702 and G703 Application and Certification for Payment QUESTIONS AND INTERPRETATIONS OF BID DOCUMENTS Interpretation or exp
89. ORK General Provide anchor devices of type indicated Anchor masonry to structural members where masonry abuts or faces structural members to comply with the following Provide an open space not less than 1 in width between masonry and structural member unless otherwise indicated Keep open space free of mortar or other rigid materials Anchor masonry to structural members with flexible anchors embedded in masonry joints and attached to structure Space anchors as not more than 24 o c vertically and 36 o c horizontally Locate anchor section relative to course in which tie section is embedded to allow maximum vertical differential movement of tie up and down krM Architecture Unit Masonry 04 20 00 14 OONDABRWDND Space anchors as indicated but not more than 16 o c vertically and 24 o c horizontally Install additional anchors within 1 0 of openings and at intervals around perimeter not exceeding 3 0 CONTROL AND EXPANSION JOINTS General Provide vertical and horizontal expansion control and isolation joints in masonry where shown or where not shown at a maximum horizontal distance of 20 feet Build in related items as the masonry work progresses Build flanges of factory fabricated expansion joint units into masonry Build in non metallic joint fillers in all construction and expansion joints LINTELS none required Install steel lintels where indicated or required All steel lintels to be hot dipped ga
90. OUNTIES Er TRUCK DRIVER A 27 70 PER DAY BARTHOLOMEW BENTON BLACKFORD CARROLL CASS CLINTON FOUNTAIN GRANT HOWARD JAY MADISON MARION MIAMI ERY TIPPECANOE TIPTON WABASH WARREN amp WHITE Rates Fringes sn boreal tran EU 26 75 344 80 WK A S 25 344 80 WK A weg viet nbn 27 45 344 80 WK A uide dieci irai 27 60 344 80 WK A steko 5284 15 344 80 WK A TRUCK DRIVER CLASSIFICATIONS GROUP 1 ten and one half five 5 7 1 2 helpers vehicles mounted I Single cu yds Axle Trucks seven 7 cu yds or less than 10 1 2 tons dupsters scoop mobiles and under or less than seven and one half tons mixer trucks three 3 cu yds and under air compressors and welding machines including those pulled by Separate units less truck driver helpers warehousemen mechanic s greasers and tiremen all pick up trucks and other on four batch trucks wet or dry 2 34 E batches or Drivers on dumpsters or similar dumpsters 4 wheel truck rated two 2 cu yds or less and small pallet type fork lift operator and drivers on pallet jacks or similar type equipment http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 28 33 6 26 2014 www wdol g ov wdol scafiles davisbacon IN2 dvb v 9 GROUP 2 Drivers on tandem axl ighteen 18 cu yds or twenty four 24 tons gross six
91. S Provide loose structural steel lintels for openings and recesses in masonry walls and partitions as shown Weld adjoining members together to form a single unit where indicated Provide not less than 8 bearing at each side of openings unless otherwise indicated Galvanize loose steel lintels to be installed in exterior walls EXTERIOR STEEL BEAMS AND COLUMNS All exterior steel beam and columns to be hot dipped galvanized This includes all roof top steel for mechanical supports MISCELLANEOUS FRAMING AND SUPPORTS Provide miscellaneous steel framing and supports which are not a part of structural steel framework as required to complete work Fabricate miscellaneous units to sizes shapes and profiles indicated or if not indicated of required dimensions to receive adjacent other work to be retained by framing Except as otherwise indicated fabricate from structural steel shapes plates and steel bars of welded construction using mitered joints for field connection Cut drill and tap units to receive hardware and similar items Equip units with integrally welded anchors for casting into concrete or building into masonry Furnish inserts if units must be installed after concrete is placed Except as otherwise indicated space anchors 24 o c and provide minimum anchor units of 1 1 4 x 1 4 x 8 steel straps Galvanize miscellaneous frames and supports where indicated krM Architecture Metal Fabrications 05500 5 OONDARWND
92. This section only applies if after complete research it is determined that a product cannot be supplied as specified RELATED DOCUMENTS Drawings and general provisions of Contract including General and Supplementary Conditions and other Division 1 Specification sections apply to work of this section DESCRIPTION OF REQUIREMENTS Definitions Definitions used in this paragraph are not intended to negate the meaning of other terms used in the contract documents including such terms as specialties system structure finishes accessories furnishings Special construction and similar terms Such terms are self explanatory and have recognized meanings in the construction industry Products are items purchased for incorporation in the Work regardless of whether they were specifically purchased for the project or taken from the Contractor s previously purchased stock The term product as used herein includes the terms material equipment system and other terms of similar intent Named Products are products identified by use of the manufacturer s name for a product including such items as a make or model designation as recorded in published product literature of the latest issue as of the date of the contract documents Materials are products that must be substantially cut shaped worked mixed finished refined or otherwise fabricated processed or installed to Form units of work Equipment is define
93. WND SECTION 01 04 50 CUTTING AND PATCHING PART 1 GENERAL RELATED DOCUMENTS Drawings and general provisions of c ontract including General and Supplementary Conditions and other Division 1 Specification sections apply to work of this section DESCRIPTION OF REQUIREMENTS Definition Cutting and patching includes cutting into existing or new construction to provide or the installation or performance of other work and subsequent fitting and patching required to restore surfaces to their original condition The contractor is required to perform all cutting and patching that may be required to allow all new components of the construction to be installed The contractors are to closely examine the existing structure for and evaluate the amount of cutting and patching required to allow the designs to be fully implemented Any cutting and patching that is required to allow the design to be fully completed is to be included in the work of the contractor whether or not it is specifically shown on the drawings or defined in the specifications manual Cutting and patching is performed for coordination of the work to uncover work for access or inspection to obtain samples for testing to permit alterations to be performed or for other similar purposes Cutting and patching performed during the manufacture of products or during the initial fabrication erection or installation processes is not considered to be cutting and patching
94. WWWWNNNNNNNNNDND HERR Ree Ree RBONFOOMNIANERDNHNHCECMIANRHWDNHFCOOMANIAWNAWNEH SECTION 31 10 00 SITE CLEARING PART 1 GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section DESCRIPTION OF WORK The site clearing is to include the removal of all items above and below grade required to allow the new facilities to be installed Site clearing work includes but is not limited to Pavement Removal Topsoil stripping Clearing and grubbing Removing above grade improvements Removing below grade improvements Sidewalk Removal Curb Removal JOB CONDITIONS Traffic Conduct site clearing operations to ensure minimum interference with roads streets walks and other adjacent occupied or used facilities Do not close or obstruct streets walks or other occupied or used facilities without permission from the owner and authorities having jurisdiction Protection of Existing Improvements Provide protections necessary to prevent damage to existing improvements indicated to remain in place Protect adjacent properties from damage Restore damaged improvements to their original condition as acceptable to parties having jurisdiction Protection of Existing Trees and Vegetation Protect existing trees and other vegetation indicated to remain in place against unnecessary cutting breaking or skinning o
95. YSTEMS A Submit one 1 copy of complete manual in final form B Content for each unit of equipment and system as appropriate 1 Description of unit and component parts a Function normal operation characteristics and limiting conditions b Performance curves engineering data and tests c Complete nomenclature and commercial number of all replacement parts 2 Operation procedures a Start up break in routine and normal operating instructions b Regulation control stopping shut down and emergency instructions c Summer and winter operating instructions d Special operating instructions 3 Maintenance Procedures a Routine operations b Guide to trouble shooting krM Architecture Operations and Maintenance Manuals 01 7200 3 OONDOOARWND c Disassembly repair and reassembly d Alignment adjusting and checking 4 Servicing and lubrication schedule a List of lubricants required Manufacturer s printed operating and maintenance instructions Description of sequence of operation by control manufacturer Original and manufacturer s parts list illustrations assembly drawings and diagrams required As installed control diagrams by controls manufacturer Each contractor s coordination drawings 10 Charts of valve tag numbers with the location and function of each valve 11 List of original manufacturer s spare parts manufacturer s current prices and recommended quantities to be maintained
96. acks of cement per cu Yd 1 maximum size aggregate maximum 3 slump and 2 to 4 entrained air PART THREE EXECUTION Installation Do not begin installation and erection before final grading is completed unless otherwise permitted Excavation Drill or hand excavate using post hole digger holes for posts to diameters and spacings indicated in firm undisturbed or compacted soil Setting Posts Center and align posts and vibrate or tamp for consolidation Check each post for vertical and top alignment and hold in position during placement and finishing operations Unless otherwise indicated extend concrete footings 2 above grade and trowel to a crown to shed water Top Rails Run rail continuously through post caps bending to radius for curved runs Provide expansion couplings as recommended by fencing manufacturer Center Rails Provide center rails where indicated Install in one piece between posts and flush with post on fabric side using special offset fittings where necessary Brace Assemblies Install braces so posts are plumb when diagonal rod is under proper tension Fabric Leave approximately 2 between finish grade and bottom selvage unless otherwise indicated Pull fabric taut and tie to posts rails and tension wires Install fabric on security side of fence and anchor to framework so that fabric remains in tension after pulling force is released Stretcher Bars Thread through or clamp to fabric 4 o c and s
97. actor s request for inspection the Architect will either proceed with inspection or advise the Contractor of unfilled prerequisites Contractor should not have work remaining that would be listed as work to be finished on the Punch List Following the initial inspection the Architect will either prepare the certificate of substantial completion or will advise the Contractor of work which must be performed before the certificate will be issued The Architect will repeat the inspection after notification that contractor is complete and when assured that the Work has been substantially completed Results of the completed inspection will form the initial punch list for final acceptance Reinspection Procedure The Architect will reinspect the Work upon receipt of the Contractor s notice that the work including punch list items resulting from earlier inspections has been completed except for these items whose completion has been delayed because of circumstances that are acceptable to the Architect Reinspection including area s to be reviewed will be at Architects discretion and may only include certain areas and work Upon completion of reinspection the Architect will either prepare a certificate of final acceptance or will advise the Contractor of work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance If necessary the reinspection procedure will be repeated However if due
98. ails to submit the required records or to make them available the Federal agency may after written notice to the contractor sponsor applicant or owner take such action as may be necessary to cause the suspension of any further payment advance or guarantee of funds Furthermore failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5 12 Apprentices and trainees Apprentices Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U S Department of Labor Employment and Training Administration Office of Apprenticeship Training Employer and Labor Services or with a State Apprenticeship Agency recognized by the Office or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program who is not individually registered in the program but who has been certified by the Office of Apprenticeship Training Employer and Labor Services or a State Apprenticeship Agency where appropriate to be eligible for probationary employment as an apprentice The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the
99. alant ASTM C 990 ASTM C 990M bitumen or butyl rubber Adjusting Rings Interlocking rings with level or sloped edge in thickness and shape matching catch basin frame and grate Include sealant recommended by ring manufacturer 7 Grade Rings Include two or three reinforced concrete rings of 6 to 9 inch 150 to 225 mm total thickness that match 24 inch 610 mm diameter frame and grate 8 Steps Individual FRP steps or ASTM A 615 A 615M deformed 1 2 inch 13 mm steel reinforcing rods encased in ASTM D 4101 PP wide enough to allow worker to place both feet on one step and designed to prevent lateral slippage off step Cast or anchor steps into sidewalls at 12 to 16 inch 300 to 400 mm intervals Omit steps if total depth from floor of catch basin to finished grade is less than 60 inches 1500 mm 9 Pipe Connectors ASTM C 923 ASTM C 923M resilient of size required for each pipe connecting to base section aon Frames and Grates 1 See drawings for specifications and manufacturers model numbers for casting lids and grates PART 3 EXECUTION 3 1 A 3 2 EARTHWORK Excavation trenching and backfilling are specified in Division 2 Section Earthwork PIPING INSTALLATION General Locations and Arrangements Drawing plans and details indicate general location and arrangement of underground storm drainage piping Location and arrangement of piping layout take into account design considerations Install
100. all not apply to persons in classifications higher than that of laborer or mechanic and those who are the immediate supervisors of such employees b Each contractor or subcontractor engaged in the construction prosecution completion or repair of any public building or public work or building or work financed in whole or in part by loans or grants from the United States shall furnish each week a statement with respect to the wages paid each of its employees engaged on work covered by this part 3 and part 5 of this chapter during the preceding weekly payroll period This statement shall be executed by the contractor or subcontractor or by an authorized officer or employee of the contractor or subcontractor who supervises the payment of wages and shall be on form WH 348 Statement of Compliance or on an identical form on the back of WH 347 Payroll For Contractors Optional Use or on any form with identical wording Sample copies of WH 347 and WH 348 may be obtained from the Government contracting or sponsoring agency and copies of these forms may be purchased at the Government Printing Office c The requirements of this section shall not apply to any contract of 2 000 or less d Upon a written finding by the head of a Federal agency the Secretary of Labor may provide reasonable limitations variations tolerances and exemptions from the requirements of this section subject to such conditions as the Secretary of Labor may specify 2
101. als which are smooth and free of surface blemishes including pitting seam marks roller marks rolled trade names and roughness Steel Plates Shapes and Bars ASTM A 36 Steel Bar Grating ASTM A 569 or ASTM A 36 Steel Tubing Cold formed ASTM A 500 or hot rolled ASTM A 501 Structural Steel Sheet Hot rolled ASTM A 570 or cold rolled ASTM A 611 Class 1 of grade required for design loading Galvanized Structural Steel Sheet ASTM A 446 of grade required for design loading Coating designation as indicated or if not indicated G90 krM Architecture Metal Fabrications 05500 2 OONDARWND Steel Pipe ASTM A 53 Type and grade if applicable as selected by fabricator and as required for design loading black finish unless galvanizing is indicated standard weight schedule 40 unless otherwise indicated Gray Iron Castings ASTM A 48 Class 30 Concrete Inserts Threaded or wedge type galvanized ferrous castings either malleable iron ASTM A 47 or cast steel ASTM A 27 Provide bolts washers and shims as required hot dip galvanized ASTM A 153 Grout Non Shrink Non Metallic Grout Pre mixed factory packaged non staining non corrosive non gaseous grout complying with CE CRD C621 Provide grout specifically recommended by manufacturer for interior and exterior applications of type specified in this section Fasteners General Provide zinc coated fasteners for exterior use or where built into exterior walls
102. any cash in lieu of fringes paid the employee See Fringe Benefits below Payment of not less than time and one half the basic or regular rate paid is required for overtime under the Contract Work Hours Standard Act of 1962 In addition to paying no less than the predetermined rate for the classification which the employee works the contractor shall pay to approved plans funds or Attachment F programs or shall pay as cash in lieu of fringes amounts predetermined as fringe benefits in the wage decision made part of the contract See FRINGE BENEFITS below FRINGE BENEFITS Contractors who pay all required fringe benefits A contractor who pays fringe benefits to approved plans funds or programs in amounts not less than were determined in the applicable wage decision of the Secretary of labor shall continue to show on the face of the payroll the basic cash hourly rate and overtime rate paid to his employees just as he has always done Such a contractor shall check paragraph 4 a of the statement on the reverse of the payroll to indicate that he is also paying to approved plans funds or programs not less than the amount predetermined as fringe benefits for each craft Any exceptions shall be noted in section 4 c Contractors who pay no fringe benefits A contractor who pays no fringe benefits shall pay to the employee and insert in the straight time hourly rate column of the payroll an amount not less than the predetermined rate for each classif
103. are at 14 30 26 on 02 28 2011 under Order No 1462094857_1 which expires on 08 23 2011 and is not for resale User Notes 726230852 Init If the parties mutually agree insert the name address and other contact information of the Initial Decision Maker if other than the Architect 6 2 BINDING DISPUTE RESOLUTION For any Claim subject to but not resolved by mediation pursuant to Section 15 3 of AIA Document A201 2007 the method of binding dispute resolution shall be as follows Check the appropriate box If the Owner and Contractor do not select a method of binding dispute resolution below or do not subsequently agree in writing to a binding dispute resolution method other than litigation Claims will be resolved by litigation in a court of competent jurisdiction E Arbitration pursuant to Section 15 4 of AIA Document A201 2007 aa Litigation in a court of competent jurisdiction E Other Specify ARTICLE 7 TERMINATION OR SUSPENSION 7 1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201 2007 7 2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201 2007 ARTICLE 8 MISCELLANEOUS PROVISIONS 8 1 Where reference is made in this Agreement to a provision of AIA Document A201 2007 or another Contract Document the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents
104. arranties and Bonds Index 000000 1 Project Manual Index of Specifications TRC Anderson Head Start kr M DIVISION 2 REESE EXISTING CONDITIONS Section 020650 Selective Demolition 020750 Soil Poisoning Division 3 0 0 cc cece cece ccc eece eee eece artnr rarnana ee herren nnam rrn nr errare nre CONCRETE Section 033100 Concrete DIVISION E ERE tee wietnemedd eet bod vob nei ei ten ein En ake sinh eebdee weed MASONRY 042000 Unit Masonry DIVISIO Bio e EE ERREUR TEN METALS 055000 Miscellaneous Steel Division 6 cssssssssse IIR I IR rmm tret rris WOOD AND PLASTICS NOT USED Division 7 ssessseeemRRRR mr THERMAL amp MOISTURE PROTECTION 072000 Insulation 076000 Flashing and Sheet Metal 079000 Joint Sealers Division 8 ssesssssessesse I I I em nn nnne nnns DOORS AND HARDWARE NOT USED Beh EU FINISHES NOT USED Division 10 ssssssssesssse I IIR I II mere hen rre rester rrr reri SPECIALTIES NOT USED DIVISIONS ERR TTE EQUIPMENT NOT USED Division Pc FURNISHINGS NOT USED Division 13 cece ccc eee cece cece ceeeeaeeeeeeaeenaeeeaeenaeenneeeaes SPECIAL CONSTRUCTION NOT USED Division or MECHANICAL SYSTEMS Section Index 00 00 00 2 Project Manual Index of Specifications TRC Anderson Head Start kw Architecture SITE EQMPMNT DIVISION od os SITE WORK 310151 Underground Utility Protection 311000 Site Clearing 312000 Earthwork 312001 Site
105. ation or planning for the construction activities involve Project Meetings 01 20 00 2 OOMONDARWND C 1 05 PROGRESS MEETINGS A The Construction Manager General Contractor will conduct progress meetings at the Project site at regularly scheduled intervals and will record and distribute meeting minutes Attendees In addition to representatives of the Owner and Architect GC each Contractor subcontractor supplier or other entity concerned with current progress or involved in planning coordination or performance of future activities shall be represented at these meetings by persons familiar with the Project and authorized to conclude matters relating to progress Agenda Review and correct or approve minutes of the previous progress meeting Review other items of significance that could affect progress Include topics for discussion as appropriate to the current status of the Project T Contractor s Construction Schedule Contractors shall review progress since the last meeting Determine where each activity is in relation to the Contractor s Construction Schedule whether on time or ahead or behind schedule Determine how construction behind schedule will be expedited secure commitments from parties involved to do so Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time 2 Review the present and future needs of each entity present includin
106. atus and address THE ARCHITECT Name legal status and address TABLE OF ARTICLES 1 GENERAL PROVISIONS 2 OWNER 3 CONTRACTOR 4 ARCHITECT 5 SUBCONTRACTORS 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 7 CHANGES IN THE WORK 8 TIME 9 PAYMENTS AND COMPLETION 10 PROTECTION OF PERSONS AND PROPERTY 11 INSURANCE AND BONDS 12 UNCOVERING AND CORRECTION OF WORK 13 MISCELLANEOUS PROVISIONS 14 TERMINATION OR SUSPENSION OF THE CONTRACT 15 CLAIMS AND DISPUTES ADDITIONS AND DELETIONS The author of this document has added information needed for its completion The author may also have revised the text of the original AIA standard form An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text This document has important legal consequences Consultation with an attorney is encouraged with respect to its completion or modification AIA Document A201 2007 Copyright 1911 1915 1918 1925 1937 1951 1958 1961 1963 1966 1970 1976 1987 1997 and 2007 by The American Institute of Architects All rights reserved WARNING This ALAS Document is protected by U S Copyright Law and International Treaties Unauthorized reprod
107. auses set forth in paragraph 11 G through iv of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs 11 1 through iv of this section Page 5 of 6 Attachment E 12 Record Retention and Maintenance In addition to the clauses contained in paragraph 11 the contractor or subcontractor shall maintain payrolls and basic payroll records during the course of the work and shall preserve them for a period of three years from the completion of the contract for all laborers and mechanics including guards and watchmen working on the contract Such records shall contain the name and address of each such employee social security number correct classifications hourly rates of wages paid daily and weekly number of hours worked deductions made and actual wages paid Further the records to be maintained under this paragraph shall be made available by the contractor or subcontractor for inspection copying or transcription by authorized representatives of Telamon Corporation the Department of Labor or any other duly authorized representative and the contractor or subcontractor will permit such representatives to interview employees during working hours on the job Page 6 of 6 Attachment E U S Department of Labor PAYROLL lof Sade sin
108. authorities having jurisdiction 3 Schedule tests and inspections by authorities having jurisdiction with at least 24 hours advance notice 4 Submit separate report for each test 5 Gravity Flow Storm Drainage Piping Test according to requirements of authorities having jurisdiction UNI B 6 and the following a Exception Piping with soiltight joints unless required by authorities having jurisdiction b Option Test plastic piping according to ASTM F 1417 C Option Test concrete piping according to ASTM C 924 ASTM C 924M C Leaks and loss in test pressure constitute defects that must be repaired D Replace leaking piping using new materials and repeat testing until leakage is within allowances specified END OF SECTION 31 41 00 krM Architecture STORM AND SANITARY DRAINAGE 31 41 00 10 SECTION 32 31 13 Chain Link Fencing and Gates PART 1 GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section DESCRIPTION OF WORK Extent of chain link fences and gates is indicated on drawings QUALITY ASSURANCE Provide chain link fences and gates as complete units controlled by a single source including necessary erection accessories fittings and fastenings SUBMITTALS Product Data Submit manufacturer s technical data and installation instructions for metal fencing fabric gates and
109. barriers at other specified locations as indicated on the plans Seal vertical joints in vapor retarders over framing by lapping not less than 2 wall studs Fasten vapor retarders to framing at top end and bottom edges at perimeter of wall openings and at lap joints space fasteners 16 o c krM Architecture Insulation 07 20 00 4 OONDOARWND Seal joints caused by pipes conduits electrical boxes and similar items penetrating vapor retarders with cloth or aluminized tape of type recommended by vapor retarder manufacturer to create an air tight seal between penetrating objects and vapor retarder Repair any tears or punctures in vapor retarders immediately before concealment by other work Cover with tape or another layer of vapor retarder AIR INFILTRATION BARRIER Where indicated install Tyvek type air infiltration Barrier Apply where shown on the drawings prior to the masonry anchors being installed Install with all joints lapped and taped with manufacturers recommended joint taping materials Follow manufacturer s instructions closely PROTECTION General Protect installed insulation and vapor retarders from harmful weather exposures and from possible physical abuses where possible by non delayed installation of concealing work or where that is not possible by temporary covering or enclosure END OF SECTION krM Architecture Insulation 07 2000 5 NO 2 ee Ce Cee Cee Cees Cree Cee Cee COON DARWNM OOONDARWNM
110. cation before proceeding See also mechanical and electrical drawings for symbol identifications INDUSTRY STANDARDS Applicability of Standards Except where more explicit or stringent requirements are written into the contract documents applicable construction industry standards have the same force and effect as if bound into or copied directly into the contract documents Such industry standards are made a part of the contract documents by reference Individual specification sections indicate which codes and standards the Contractor must keep available at the project site for reference Referenced standards standards referenced directly in the contract documents take precedence over non referenced standards that are recognized in the industry for applicability to the Work Non referenced Standards Except as otherwise limited by the contract documents non referenced standards recognized in the construction industry are defined as having direct applicability to the Work and will be enforced for the performance of the Work The decision as to whether an industry code or standard is applicable to the Work or as to which of several standards are applicable is the sole responsibility of the Architect Publication Dates Except as otherwise indicated where compliance with an industry standard is required comply with standard in effect as of date of contract documents Conflicting Requirements Where compliance with two or more standards is
111. cavate bottom cut to accurate elevations and support pipe or conduit on undisturbed soil For pipes or conduit 6 or larger in nominal size tanks and other mechanical electrical work indicated to receive sub base excavate to sub base depth indicated or if not otherwise indicated to 6 below bottom of work to be supported Except as otherwise indicated excavate for exterior water bearing piping water or drainage so top of piping is no less than 4 6 below finish grade Do not backfill trenches until tests and inspections have been made and backfilling authorized by Architect Use care in backfilling to avoid damage or displacement of pipe systems For piping or conduit less than 2 6 below surface of roadways provide 4 thick concrete base slab support After installation and testing of piping or conduit provide minimum 4 thick encasement sides and top of concrete prior to backfilling or placement of roadway sub base COMPACTION General Control soil compaction during construction providing minimum percentage of density specified for each area classification indicated below Percentage of Maximum Density Requirements Compact soil to not less than the following percentages of maximum density for soils which exhibit a well defined moisture density relationship cohesive soils determined in accordance with ASTM D 1557 and not less than the following percentages of relative density determined in accordance with ASTM D 2049 for s
112. cceptable time and place within thirty 30 days of the date of the disputing party s notice and thereafter as often as they reasonably deem necessary to exchange relevant information and to attempt to resolve the dispute 16 3 If agreed to by both parties the claim will be settled by arbitration in accordance with the Center for Public Resources Model Procedure for Mediation of Business Disputes 16 4 If the matter has not been resolved pursuant to the aforesaid mediation procedure within sixty 60 days of the initiation of such procedure or if either party will not participate in a mediation the controversy shall be settled by arbitration in accordance with the Center for Public Resources Rules for Non Administered Arbitration of Business Disputes by one arbitrator The arbitrator shall be selected from the CPR Panel of Distinguished Neutrals and agreed to by both parties During the selection process both parties shall disclose their contacts or the contacts of their counsel with the arbitrators being considered The arbitration shall be governed by the United States Arbitration Act 9 U S C 1 16 and judgment upon the award rendered by the arbitrator may be entered by any court having jurisdiction thereof The place of arbitration shall be a mutually agreeable site in the County Seat of projects location The arbitrator is not empowered to award damages in excess of actual damages including punitive damages 16 5 All deadlines specified in thi
113. chine Concrete or Asphalt Milling Machine Snooper Truck Operator GROUP 2 Concrete Mixers without Skips Rock Crusher Ditching Machine Under 6 Curbing Machine One Drum Machines without Tower or Boom Air Tugger Self Propelled Concrete Saw Machin Mounted Post Hole Digger Two to Four Generators ater Pumps or Welding Machines with 400 ft Air Compressor 600 cu ft and Under Rollers on Aggregate and Seal Coat Surfaces Fork Lifts When used for Landscaping Work Concrete and Blacktop Curb Machine Farm Tractor with less than Half Yard Bucket On ater Pump Iolers Air Valves or Steam Valves One Welding Machine Truck Jack Mud Jack Gunnite Machine House Elevators when used for Hoisting Material Engine Tenders Wagon Drill Flex Plane Conveyor Siphons nad Pulsometer Switchman Fireman on Paint Pots Fireman on Asphalt Plants Distributor Operators on Trucks Tampers Self Propelled Power Broom Striping Machine motor driven Form Tamper Bul k Cement Plan Equipment Greaser Deck Hands Truck Crane Oil ler Driver Cement Blimps Form Grader Temporary Heat Throttle Valve Farm Tractor Super Sucker and similar type of equipment FOOTNOTE Employees operating booms from 149 ft to 199 ft including jib shall receive an additional seventy five cents 75 per hour above the rate Employees operating booms over 199 ft includ
114. cification sections apply to the work of this section DIVISION OF RESPONSIBILITIES The General Contractor is responsible for all temporary facilities listed in this specification section and required for a complete well executed project with the following exceptions DESCRIPTION OF REQUIREMENTS All contractors are to closely follow the regulations set forward by all governing agency including OSHA for safety at the jobsite The requirements set forward below are minimums that are not in any way to conflict with OSHA standards The contractors are to provide items beyond the listing wherever required by public safety standards and OSHA This section specifies administrative and procedural requirements for temporary services and facilities including such items as temporary utility services temporary construction and support facilities and project security and protection Use Charges Contractor shall be responsible for making each particular connection that is needed to accomplish the work All utility usage bills except telephone will be paid by the owner during both phases Temporary utility services required for use at the project site include but are not limited to the following Water service and distribution Temporary electric power and light Telephone service Storm and sanitary sewer Provide adequate utility capacity at each stage of construction Prior to availability of temporary utilities at the site provide truc
115. ck crane oiler truck mounted drill oiler Tugger one drum air or electric vibrator vibro piling hammer hydraulic hammer or auger water pump widener apsco or similar type welding machine JLG lifts and scissor lifts or similar machine ENGI0841 008 04 01 2013 BOONE FOUNTAIN HENDRICKS MONRO ARREN COUNTIES LH MONGOMERY MORGAN and Rates Fringes Power equipment operators GROUPS Tz Lu reed Ue ed were Te n RE 29 75 16 75 GROUP 2 429 549 0 V A RE rs 5 22 T0 16575 POWER EQUIPMENT OPERATOR CLASSIFICATIONS GROUP 1 Power Cranes Draglines Derricks Shovels Gradalls Mechanics Tractor Highlift Tournadozer Concret Mixers with Skip Tournamixer Two Drum Machine One Drum Hoist with Tower or Boom Cableways Tower Machines Motor Patrol Boo Tractor Boom or Winch Truck inch or Hydraulic Boom Truck Truck Crane Tournapull Tractor Operating Scoops Bulldozer Push Tractor Asphalt Planer Finishing Machine on Asphalt Large Rollers on Earth Rollers on Asphalt Mix Ross Carrier or Similar Machine Gravel Processing Machine Asphalt Plant Engineer Paver Operator Farm Tractor with Half Yard Bucket and or Backhoe Attachments Dredge Engineer or Dredge Operator Central Mix Plant Engineer CMI or Similar Type Machine Truck or Skid Mounted Concrete Pump Tower Crane Engine or Rock Crusher Plant Concrete Plant Engineer Ditching Machine with Dual Attachment Tractor Mount
116. claimed due to this stoppage CHANGES IN THE WORK The allowance for overhead and profit combined included in the total cost to the Owner shall be based on the following schedule For the Contractor for any work performed by his own forces fifteen percent 15 of the cost For the Contractor for work performed by his sub contractor five percent 596 of the amount due the Subcontractor For each Subcontractor involved for any work performed by his own forces fifteen percent 1596 of the cost Cost shall be limited to the following Invoiced cost of materials including cost of delivery cost of labor wages fringes payroll taxes and insurance rental value of power tools and equipment and bond premiums Overhead shall include the following Small tools incidentals supervision general office expense and all other expenses not included in cost If the net value of a change results in a credit from the Contractor the credit shall be the net cost without overhead or profit The cost as used herein shall include all items of labor materials and equipment Supplementary General Conditions 00 80 00 1 OONDOARWND SECTION 00 80 00 SUPPLEMENTARY GENERAL CONDITIONS for AIA 2007 A201 PART 1 GENERAL The following Supplements modify change delete from or add to the General Conditions of the Contract for Construction A I A form A201 PROGRESS PAYMENTS Add the following Affidavits and Waivers of Li
117. consistent with previous applications and payments The initial Application for Payment the Application for Payment at time of Substantial Completion and the final Application for Payment involve additional requirements Payment Application Times The date for each progress payment is the 25th day of each month unless another day is indicated in the Agreement The period of construction Work covered by each Application for Payment is the period ending 7 days prior to the date for each progress payment and starting the day following the end of the preceding period Payment Application Forms Use Document and Continuation Sheets provided at the end of this section for Application for Payment Application Preparation Complete every entry on the form including notarization and execution by person authorized to sign legal documents on behalf of the Owner Incomplete applications will be returned without action Transmittal Submit 3 executed copies of Application for Payment to the Construction Manager copies shall be complete including waivers of lien and similar attachments Initial Application for Payment Administrative actions and submittals that must precede or coincide with submittal of the first Application for Payment include the following List of subcontractors List of principal suppliers and fabricators Schedule of Values Contractor s Construction Schedule preliminary if not final Schedule of principal product
118. ct endorsement c Automobile Liability Bodily injury and property damage combined single limit 1 000 000 d Excess Liability Umbrella 5 000 000 Section 11 B Certificates to be Filed With Owner Certificates of Insurance shall be filed with the Owner prior to commencement of the Work These certificates shall contain a provision that coverages afforded under the policies will not be canceled until at least fifteen 15 days after prior written notice has been given to the Owner Section 11 C Property Insurance The Contractors and Subcontractors shall provide their own insurance for their materials equipment and tools Section 11 D Waiver of Rights The Owner and Contractor waive all rights against each other for damages caused by fire or other perils to the extent covered by insurance provided under Article The Contractor shall require similar waivers from Subcontractors PART 2 PRODUCTS Not Applicable PART 3 EXECUTION Not Applicable END OF SECTION Supplementary General Conditions 00 80 00 5 Attachment C TELAMON CORPORATION Transition Resources Corporation Procurement Contract Provisions The following provisions as applicable are conditions and assurances agreed and certified to by the contractor upon acceptance of a contract to provide certain goods or services and are made part thereof 1 The contractor shall comply with Executive Order 11246 as amended by Executive Order 11375 Amending Executi
119. ct complete and satisfactory to the Owner in all details FINAL PAYMENT After final inspection and acceptance by the Owner of all work under the Contract the Contractor shall prepare a request for final payment which shall be based upon the carefully measured or computed quantity of each item of work at the applicable unit prices stipulated in the Agreement The total amount of the final payment due the Contractor under this Contract shall be the lump sum shown in the Agreement or this sum as adjusted by approved change orders Final payment to the Contractor shall be made subject to furnishing the Owner with a release in satisfactory form of all claims against the Owner arising under and by virtue of the Contract other than such claims if any as may be specifically accepted by the Contractor from the operation of the release The Owner before paying the final payment may require the Contractor to furnish releases or receipts from all subcontractors having performed any work and all persons having supplied materials equipment installed on the project and services to the Contractor if the Owner deems the same necessary in order to protect its interest The Owner however may if it deems such action advisable make payment in part or in full to the Contractor without requiring the furnishing of such releases or receipts and any payments so made shall in no way impair the obligations of any surety or sureties furnished under this Contract See
120. ctor and owner and copy provided to be inserted into the O amp M Manual s As part of this instruction provide a detailed review of the following items Maintenance manuals Record documents Spare parts and materials and attic stock Tools Cleaning Warranties bonds maintenance agreements and similar continuing commitments FINAL CLEANING Cleaning Provide final cleaning of the Work at the time indicated Employ experienced workers of professional cleaners for final cleaning See other specification sections for this work Removal of Protection Except as otherwise indicated or requested by the Architect remove temporary protection devices and facilities which were installed during the krM Architecture Project Closeout 01 7000 3 OCOOONOOAKRWNDN course of the work to protect previously completed work during the remainder of the construction period Where extra materials of value remaining after completion of associated work have become the Owner s property dispose of these materials to the Owner s best advantage as directed END OF SECTION krM Architecture Project Closeout 01 7000 4 OONDOARWND SECTION 01 71 00 PROJECT RECORD DOCUMENTS PART 1 GENERAL DESCRIPTION Related Requirements Specified Elsewhere e Section 01 72 00 Operations and Maintenance Data e See divisions 15 and 16 for electronic as built drawing requirements In addition to the requirements of the Conditions of the Contract the
121. ctor for performance of a particular unit of work at the project site including installation erection application an d similar required operations It is a requirement that installers are experienced in the operations they are engaged to perform Testing Laboratories The term testing laboratory is defined as an independent entity engaged to perform specific inspections or tests of the work either at the project site or elsewhere and to report and if required interpret results of those inspections or tests DRAWING SYMBOLS General Included in section 01070 of this specification a list of drawing symbols and abbreviations is listed Where not otherwise noted symbols are defined by Architectural Graphic Standards published by John Wiley amp Sons Inc seventh edition Where a specific note is made on a drawing indicating a material type that symbol shall become the dominant symbol indication for the drawings Mechanical Electrical krM Architecture Definitions and Standards 01 0900 2 OONDABRWND Drawings Graphic symbols used on mechanical and electrical drawings are generally aligned with symbols recommended by ASHRAE See divisions 15 and 16 for additional definitions of symbols Where appropriate these symbols are supplemented by more specific symbols as recommended by other technical associations including ASME ASPE IEEE and similar organizations Refer instances of uncertainty to the Architect Engineer for clarifi
122. cture Allowances 01 02 00 1 SECTION 01 02 70 APPLICATIONS FOR PAYMENT PART 1 GENERAL 1 01 SUMMARY A This Section specifies administrative and procedural requirements governing Applications for Payment Coordinate the Schedule of Values and Applications for Payment with the Construction Schedule List of Subcontracts and Submittal Schedule 1 02 SCHEDULE OF VALUES A krM Architecture Coordinate preparation of Schedule of Values with preparation of the Construction Schedule Correlate line items in the Schedule of Values with other required administrative schedules and forms Each Contractors surety company will provide written documentation of their agreement with schedule of values Submit the Schedule of Values to the Architect via Construction Manager at the earliest feasible date but in no case later than 7 days before the date scheduled for submittal of the initial Application for Payment 1 Where the Work is separated into phases that require separately phased payments provide sub schedules showing values correlated with each phase of payment Use the Project Manual Table of Contents as a guide to establish the format for the Schedule of Values Arrange the Schedule of Values in a tabular form with separate columns to indicate the following for each item listed 1 Generic name 2 Related Specification Section 3 Name of subcontractor 4 Name of manufacturer or fabricator 5 Name of supplier 6
123. d 1 20 Concrete walks shall be one course construction four 4 inches in thickness reinforced with 6 x 6 mesh 10 gauge with a four 4 inch gravel underlay A 1 2 inch expansion joint with premolded filler shall be used at one end of each sidewalk or curb cut 1 21 Where the trench cut is made through concrete which has been resurfaced with asphalt the repair shall be made in kind that is replace concrete portion and then resurface it with hot mix to provide a uniform job PART 2 PRODUCTS 2 1 Bituminous pavement replacement shall consist of a minimum of 8 inches thickness of compacted crushed stone base and a wearing surface of a 3 inch hot mix bituminous surface in accordance with State Highway Specifications Base shall be No 53 stone or No 53 and No 2 Each layer shall be compacted with a road roller or the wheels of heavy equipment Existing pavement thicker than such minimum shall be replaced to thickness in kind Hot mix surface shall be 1 one 2 two inch layer of binder and 1 inch wearing surface The 1 inch thick top course shall be of Type D surface material which shall be placed so that the trench surface is 1 2 inch above adjacent pavement The top course shall be feathered out at least six inches over the existing pavement to form a seal 2 2 Concrete for pavements sidewalks or curbs shall be 4 000 psi concrete using high early strength cement and limestone large aggregate PART 3 EXECUTION 3 1 All
124. d FIELD QUALITY CONTROL Quality Control Testing During Construction Allow testing service to inspect and approve sub grades and fill layers before further construction work is performed Footing Sub grade For each strata of soil on which footings will be placed conduct at least one test to verify required design bearing capacities Subsequent verification and approval of each footing sub grade may be based on a visual comparison of each sub grade with related tested strata when acceptable to Architect Paved Areas and Building Slab Sub grade Make at least one field density test of sub grade for every 2000 sq ft of paved area or building slab but in no case less than 3 tests In each compacted fill layer make one field density test for every 2000 s q ft of overlaying building slab or paved area but in no case less than 3 tests Foundation Wall Backfill Take at least 2 field density tests at locations and elevations as directed If in opinion of Architect based on testing service reports and inspection sub grade or fills which have been placed are below specified density provide additional compaction and testing at no additional expense MAINTENANCE Protection of Graded Areas Protect newly graded areas from traffic and erosion Keep free of trash and debris Repair and re establish grades in settled eroded and rutted areas to specified tolerances Reconditioning Compacted Areas Where completed compacted areas are d
125. d Chipping Hammer Operators Asbestos Removal Hazardous aste Removal Biler Setters Laborers including men and Mason Tenders llers air track or wagon drilling 20 33 6 26 2014 www wdol g owwdol scafiles davisbacon IN2 dvb v 9 AABO1112 001 06 01 2013 BLACKFORD DELAWARE GRANT HANCOCK HAMILTON JAY and MADISON COUNTIES Rates Fringes Laborers GROUP Discs ese sisie shale siete ence 20 86 12 25 GROUPS OA uic cate uet SET eI E e 21 61 125 25 GROUP 3 4 view wd eA ee ew ES e 21 86 12425 LABORER CLASSIFICATIONS GROUP 1 Building and construction laborers scaffold builders other than for masons of plasterers mechanic tenders window washers and cleaners railroad workers masonry wall washers up to 3 inches signal amp flag person portable water pumps with discharge Waterproofing hauling of creosote lumber or like tr excluding railroad material asphlat kettlemen air tool operator pneumati amp electric vibrators and chipping compactors jackman amp sheetmen in deep laborers in ditches 6 deep unicrete pump tile layers sewer ditc layers hyster operator pumpcrete assemblers operator cement lime or silica clay toxic materials damaging to clothing deck engine amp winch operator wate screed man or screw operator on asphal demolition saw operator GROUP 2 Plaster tenders or electric cutting torch or bur
126. d Hour Division For Contractor s Optional Use See Instructions at www dol gov whd forms wh347instr htm U S Wage and Hour Division Persons are not required to respond to the collection of information unless it displays a currently valid OMB control number Rev Dec 2008 NAME OF CONTRACTOR LI OR SUBCONTRACTOR LI ADDRESS OMB No 1235 0008 Expires 01 31 2015 PAYROLL NO FOR WEEK ENDING PROJECT AND LOCATION PROJECT OR CONTRACT NO 1 9 xN 4 DAY AND DATE 8 DEDUCTIONS NET NAME AND INDIVIDUAL IDENTIFYING NUMBER WITH WAGES e g LAST FOUR DIGITS OF SOCIAL SECURITY HOLDING TOTAL PAID FICA TAX OTHER DEDUCTIONS FOR WEEK NUMBER OF WORKER GROSS AMOUNT work eee CLASSIFICATION HOURS WORKED EACH DAY EARNED Qa z go or T EG zd NO OF While completion of Form WH 347 is optional it is mandatory for covered contractors and subcontractors performing work on Federally financed or assisted construction contracts to respond to the information collection contained in 29 C F R 88 3 3 5 5 a The Copeland Act 40 U S C 8 3145 contractors and subcontractors performing work on Federally financed or assisted construction contracts to furnish weekly a statement with respect to the wages paid each employee during the preceding week U S Department of Labor DOL regulations at 29 C F R 5 5 a 3 ii require contractors to submit weekly a copy of all payrolls to the Federal agency contracting for or financi
127. d Insulation Rigid cellular polystyrene thermal insulation with closed cells and integral high density skin formed by the expansion of polystyrene base resin in an extrusion process to comply with ASTM C 578 Type IV 5 year aged r value of 5 Btu hr x sf x deg F at 75 deg F 24 deg C in manufacturer s standard lengths and widths thicknesses as indicated Available Products Subject to compliance with requirements products which may be incorporated in the work include but are not limited to the following Styrofoam SM SB Dow Chemical USA Foamular 250 UC Industries Certifoam Minnesota Diversified Products Inc Adhesive Type recommended by insulation board manufacturer for application indicated MASONRY CLEANERS Job Mixed Detergent Solution Solution of trisodium phosphate 1 2 cup dry measure and laundry detergent 1 2 cup dry measure dissolved in one gallon of water Available Products Subject to compliance with requirements a product which may be used to clean unit masonry surfaces includes but is not limited to the following Sure Klean No 600 Detergent ProSoCo Inc MORTAR AND GROUT MIXES krM Architecture Unit Masonry 04 20 00 9 OONDABRWDND Portland Cement ASTM C 150 Type I Except Type III may be used for cold weather construction Provide natural color or white cement as required to produce required mortar color Hydrated Lime ASTM C 207 Type S Aggregate for Mortar ASTM C 144 excep
128. d States in the case of work done under contract for the District of Columbia or a territory to such District or to such territory for liquidated damages Such liquidated damages shall be computed with respect to each individual laborer or mechanic including watchmen and guards employed in violation of the clause set forth in paragraph 11 1 of this section in the sum of 10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph 11 1 of this section iii Withholding for unpaid wages and liquidated damages Telamon Corporation shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor or any other federally assisted contract subject to the Contract Work Hours and Safety Standards Act which is held by the same prime contractor such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph 11 ii of this section iv Subcontracts The contractor or subcontractor shall insert in any subcontracts the cl
129. d as a product with operational parts regardless of whether motorized or manually operated and in particular a product that requires service connections such as wiring Or piping Substitutions The Contractor s requests for changes in the products materials equipment and methods of construction required by the contract documents are considered requests for substitutions and are subject to the requirements specified herein The following are not considered as substitutions e Revisions to the contract documents where requested by the Owner or Architect are considered as changes not substitutions e Substitutions requested during the bidding period which have been accepted prior to the Contract Date are included in the contract documents and are not subject to the requirements for substitutions as herein specified e Specified Contractor options on products and construction methods included in the contract documents are choices available to the Contractor and are not subject to the requirements for substitutions as herein specified krM Architecture Products and Substitutions 01 63 10 1 OONDOARWND Standards Refer to Division 1 section Definitions and Standards for the applicability of industry standards to the products specified for the project and for the acronyms used in the text of the specification sections QUALITY ASSURANCE Source Limitations To the fullest extent possible provide products of the same g
130. d surface pulverize moisture condition to optimum moisture content and compact to required depth and percentage of maximum density Placement and Compaction Place backfill and fill materials in layers not more than 8 in loose depth for material compacted by heavy compaction equipment and not more than 4 in loose depth for material compacted by hand operated tampers Before compaction moisten or aerate each layer as necessary to provide optimum moisture content Compact each layer to required percentage of maximum dry density or relative dry density for each area classification Do not place backfill or fill material on surfaces that are muddy frozen or contain frost or ice Place backfill and fill materials evenly adjacent to structures piping or conduit to required elevations Take care to prevent wedging action of backfill against structures or displacement of Earthwork 31 2000 5 N e e e ee eel peel eee tl ae Ol ee DSOMANDMBWNR DODMAVDMNABRWNR b2 B2 P2 B2 B2 B2 P2 2 oo 10 tA d UO LbP2 W O2 F2 Oo Q2 GW O9 Go UJ Lo O9 oo 1o Un 4 ULb 2 HRAAHAHHAHHAA HW OMDAANNBWNK OO an Oc Cn Un CA Un CA ON Un ULP piping or conduit by carrying material uniformly around structure piping or conduit to approximately same elevation in each lift GRADING General Uniformly grade areas within limits of grading under this section including adjacent transition areas Smooth finished surface within specified tolera
131. d to pay wages not less than once a week Copies of these provisions are attached and made part of this contract Weekly payroll information recorded on Optional Form WH 347 or its equivalent also attached must be submitted to the local Telamon project official for inclusion with billing information 4 Where applicable all contracts awarded by recipients in excess of 2000 for construction contracts and in excess of 2500 for other contracts that involve the employment of laborers or mechanics are required to comply with sections 102 and 107 of the Contract Work Hours and Safety Standards Act 40 U S C 327 333 as supplemented by Department of Labor regulations 29 CFR part 5 Section 102 requires the contractor to compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours Work in excess of the standard work week is permissible provided that the payment of wages in excess of 40 hours at 1 2 times the basic pay rate Section 107 provides that no laborer or mechanic shall be required to work in surroundings or under working conditions that are unsanitary hazardous or dangerous 5 Any inventions resulting from experimental developmental or research work shall be subject to 37 CFR part 401 Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants Contracts and Cooperative Agreements 6 Recipients of contracts and subgrants in excess of 100 000 agree to comply w
132. dards Act or prohibited by other law if the cost on which the deduction is based does not exceed the actual cost to the employer where the equipment is purchased from him and does not include any direct or indirect monetary return to the employer where the equipment is purchased from a third person and if the deduction is either 1 Voluntarily consented to by the employee in writing and in advance of the period in which the work is to be done and such consent is not a condition either for the obtaining of employment or its continuance or 2 Provided for in a bona fide collective bargaining agreement between the contractor or subcontractor and representatives of its employees Payroll deductions permissible with the approval of the Secretary of Labor Any contractor or subcontractor may apply to the Secretary of Labor for permission to make any deduction not permitted under Sec 3 5 The Secretary may grant permission whenever he finds that a b c d 6 The contractor subcontractor or any affiliated person does not make a profit or benefit directly or indirectly from the deduction either in the form of a commission dividend or otherwise The deduction is not otherwise prohibited by law The deduction is either 1 Voluntarily consented to by the employee in writing and in advance of the period in which the work is to be done and such consent is not a condition either for the obtaining of employment or its continua
133. de edge of underground structures 1 Use warning tape or detectable warning tape over ferrous piping krM Architecture STORM AND SANITARY DRAINAGE 31 4100 9 2 Use detectable warning tape over nonferrous piping and over edges of underground structures 3 13 FIELD QUALITY CONTROL A Inspect interior of piping to determine whether line displacement or other damage has occurred Inspect after approximately 24 inches 610 mm of backfill is in place and again at completion of Project 1 Submit separate reports for each system inspection 2 Defects requiring correction include the following a Alignment Less than full diameter of inside of pipe is visible between structures b Deflection Flexible piping with deflection that prevents passage of ball or cylinder of size not less than 92 5 percent of piping diameter C Damage Crushed broken cracked or otherwise damaged piping d Infiltration Water leakage into piping e Exfiltration Water leakage from or around piping 3 Replace defective piping using new materials and repeat inspections until defects are within allowances specified 4 Reinspect and repeat procedure until results are satisfactory B Test new piping systems and parts of existing systems that have been altered extended or repaired for leaks and defects 1 Do not enclose cover or put into service before inspection and approval 2 Test completed piping systems according to requirements of
134. der Worker s Compensation and Occupational Diseases Acts and any other employee benefits acts applicable to the performance of the Work b claims for damages because of bodily injury and personal injury including death and c claims for damage to property The Contractor s general liability insurance shall also provide coverage for the following and will name as an additional named insured the Owner a contractual liability insurance as applicable to any held harmless agreements in the Contract b completed operations c broad form property coverage for property in the care custody or control of the Contractor Such insurance shall specifically include coverage for property damage bodily injury and personal injury from explosion collapse and underground operations a Workers Compensation Statutory Employers Liability Bodily Injury by accident each accident 500 000 Bodily Injury by disease each employee 500 000 Bodily Injury by disease aggregate 500 000 b General Liability 1 If insured under Comprehensive General Liability Form Bodily injury property damage combined single limit 1 000 000 2 If insured under Commercial General Liability Form Bodily injury property damage 1 000 000 Supplementary General Conditions 00 80 00 4 OONDOOARWND Products and Completed Operations Aggregate 1 000 000 General Aggregate 2 000 000 Commercial General Liability form must include Aggregate Per Proje
135. ds for the Contractor s performance of the Contract The Contract Sum shall be subject to additions and deductions as provided in the Contract Documents 4 2 The Contract Sum is based upon the following alternates if any which are described in the Contract Documents and are hereby accepted by the Owner State the numbers or other identification of accepted alternates If the bidding or proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement attach a schedule of such other alternates showing the amount for each and the date when that amount expires 4 3 Unit prices if any Identify and state the unit price state quantity limitations if any to which the unit price will be applicable Item Units and Limitations Price Per Unit 0 00 8 44 Allowances included in the Contract Sum if any Identify allowance and state exclusions if any from the allowance price Item Price ARTICLE 5 PAYMENTS 5 1 PROGRESS PAYMENTS 5 1 1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents 5 1 2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month or as follows 5 1 3 Provided that a
136. e Digger th Throttle Valve Track Jack Power Driven Truck Crane Driver er 21cu Air Compressor Ei ler Operator 2 pieces of miner equipment Power less than 210 cu ft Concrete Conveyor Generator Mechanical Welding Machine ADAMS COUNTTI ALLEN DEKALB ES E r ENGI0103 007 10 01 2013 HUNTINGTON STEUBEN WELLS and WHITLEY Power equipment operators G G G G Rates Fringes sues gas S E E 30 63 14 52 wein eese eod Red Glo hess vey Mee 29 68 14 52 qo oe imi IN 26 68 14 52 rn 23 18 14 52 POWER EOQUIPM ENT OPERATOR CLASSIFICATIONS http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 10 33 6 26 2014 GROUP 1 Air Tugger Auto Patrol Back Filler www wdol g owwdol scafiles davisbacon IN2 dvb v 9 Back Hoe Boom Cat Boring Machine Machine Cherry Picker Compactor Concrete Mixer dual drum Crane with all attachments Crane Derrick Ditching Machine 18 Lift machinery Formless Paver Helicopter Winch Operator Hoist Material and or personnel over 3 Mechanic on Job Site Mucking Machine Plant Pile Driver Push Cat Scoop amp Tubber Tired Skid Steer Machine Spreader Tractor Mounted Straddle Car Base Finish Machine C M I or similar Tractor with backhoe over 1 2 yard Bull Dozer Gra with dozer blade Concret
137. e Plant Electric overhead and over High Lift Front Caisson Drilling Concrete Pump Dredge Fork Helicopter End Loader floors Locomotive Panel Board Concrete Tractor Scraper dall grading and back hoe rier Ross Type Sub Tower Crane Welder for Craft Work GROUP 2 A Frame Truck Batcher Plant automatic dry batch Bending Machine Power Driven Bituminous Mixer Bituminous Paver Bituminous Plant Engineer Boatman Bull Float Compactor or Tamper Riding Only Concrete Mixer 21 cu ft or over Concrete Spreader Power Driven Dinkey Engine Ditching Machine less than 18 riding only Drilling Machine Elevators when hoisting material or tools Finish Machine and bull Float machine Head Grease excludi Fireman Pile Driving and Boi r Hoist Material and or pe under Mesh Depressor Mesh Placer P C Placer Roller Asphalt Stone amp Sub Ba Self Propelled Shop Mule Spreader or Propelled Sub Grade Throttle Valve roe r ng trowelling lers Gunite Machine rsonnel 3 floors and C Concrete Belt se Sheepsfoot Roller Base Paver Self Boil or er Tractor with Backhoe 1 2 y High Lift Farm Type Tractor Industria inch Winch Truck GROUP 3 ributor Chai Dope Pot P and material Bituminous Dist Machine Dewatering Sytems Plane Fork Lift Hydrohammer Machine Post Hole Digger Skid S
138. e applicable programs ii A The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the write in name of appropriate Federal agency if the agency is a party to the contract but if the agency is not such a party the contractor will submit the payrolls to the applicant sponsor or owner as the case may be for transmission to the write in name of agency The payrolls submitted shall set out accurately and completely all of the information required to be maintained under Sec 5 5 a 3 i of Regulations 29 CFR part 5 This information may be submitted in any form desired Optional Form WH 347 is available for this purpose and may be purchased from the Superintendent of Documents Federal Stock Number 029 005 00014 1 U S Government Printing Office Washington DC 20402 The prime contractor is responsible for the submission of copies of payrolls by all subcontractors Page 2 of 6 Attachment E 4 B Each payroll submitted shall be accompanied by a Statement of Compliance signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following 1 That the payroll for the payroll period contains the information required to be maintained under Sec 5 5 a 3 1 of Regulations 29 CFR Part 5 and that such information is correct and complete 2 That each laborer or mechanic
139. e local utility company provides only a portion of the temporary utility provide the remainder with matching compatible materials and equipment Comply with the utility company s recommendations Water Hoses Where shut off nozzles are used at the water hose discharge provide heavy duty abrasion resistant hoses with a pressure rating greater than the maximum pressure of the water distribution system Electrical Service Comply with applicable NEMA NECA and UL standards and governing regulations for materials and layout of temporary electric service including those requirements included in Division 16 sections Voltage Differences Provide identification warning signs at power outlets which are other than 110 129 volt power Provide polarized outlets for plug in type outlets to prevent insertion of 110 120 volt plugs higher voltage outlets Ground Fault Protection Provide receptacle outlets equipped with ground fault circuit interrupters reset button and pilot light for plug in connection of power tools and equipment Electrical Power Cords Use only grounded extension cords use hard service cords where exposed to abrasion and traffic Use single lengths or use waterproof connectors to connect separate lengths of electric cords if single lengths will not reach areas of work Lamps and Light Fixtures Provide general service incandescent lamps of wattage indicated or required for adequate illumination Protect lamps with guard cages
140. e owner use o 0 0 D Owner will assume responsibility for cleaning as of time designated on certificate of Substantial Completion Conditional Acceptance or partial Occupancy whichever is first for Owner s acceptance of Project or portion thereof END OF SECTION krM Architecture Cleaning 01 7110 3 OONDOARWND SECTION 01 72 00 OPERATIONS AND MAINTENANCE MANUALS PART 1 GENERAL INTENT OF MANUALS It is critical to the completion of this project for the Owner to receive one 1 digital PDF on disk complete sets of detailed maintenance and as built manuals The intent of the requirement is to form a user s manual of the complete building Every component shall be recorded detailed catalogued maintainable replaceable cleanable and reparable through the use of these manuals These manuals are as important as any component in the building If multi phased project manuals shall be submitted at the end of phase one for that work At the end of phase two and after approval of phase two manual material all information should be combined using the following requirements Owner training of equipment shall also occur at that time Last pay application and release of retainage will not be reviewed or approved until acceptable Operations and Maintenance have been received for approval and requirements followed in preparing DESCRIPTION A Related Requirements Specified Elsewhere 1 Section 01710 Project Record Documents 2
141. e shows a complete and clear page Record Product Data Maintain one copy of each product data submittal Mark these documents to show significant variations in the actual Work performed in comparison with the submitted information Include both variations in the products as delivered to the site and variations from the manufacturer s instructions and recommendations for installation Give particular attention to conceal products and portions of the Work which cannot otherwise be readily discerned at a later date by direct observation Note related change orders and mark up of record drawings and specifications Upon Completion of mark up submit complete set of record product data to the Architect for the Owner s records Maintenance Manuals Submit maintenance manuals as described in other specification sections in this specification manual PART 2 PRODUCTS Not Applicable PART 3 EXECUTION General Operating and Maintenance Instructions Arrange for each installer of operating equipment and other work that requires regular or continuing maintenance to meet at the site with the Owners personnel to provide necessary basic instruction in the proper operation and maintenance of the entire Work Where installers are not experienced in the required procedures include instruction by the manufacturer s representatives Provide written documentation stating what training was given and duration of training This should be signed by both the contra
142. e temporary bracing or anchors in formwork for items which are to be built into concrete masonry or similar construction Fit exposed connections accurately together to form tight hariline joints Weld connections which are not to be left as exposed joints but cannot be shop welded because of shipping size limitations Grind exposed joints smooth and touch up shop point coat Do not weld cut or abrade the surfaces of exterior units which have been hot dip galvanized after fabrication and are intended for bolted or screwed field connections Field Welding Comply with AWS Code for procedures of manual shielded metal arc welding appearance and quality of welds made and methods used in correcting welding work krM Architecture Metal Fabrications 05500 6 OONDARWND Setting Loose Plates Clean concrete and masonry bearing surfaces of any bond reducing materials and roughen to improve bond to surfaces Clean bottom surface of bearing plates Set loose leveling and bearing plates on wedges or other adjustable devices After the bearing members have been positioned and plumbed tighten the anchor bolts Do not remove wedges or shims but if protruding cut off flush with the edge of the bearing plate before packing with grout Use metallic non shrink grout in concealed locations where not exposed to moisture use non metallic non shrink grout in exposed locations unless otherwise indicated Pack grout solidly between bearing surfaces
143. ea covered by the wage determination The classifications are listed in alphabetical order of identifiers that indicate whether the particular rate is union or non union Union Identifiers An identifier enclosed in dotted lines beginning with characters other than SU denotes that the union classification and rate have found to be prevailing for that classification Example PLUM0198 005 07 01 2011 The first four letters PLUM indicate the international union and the four digit number 0198 that follows indicates the local union number or district council number where applicable i e Plumbers Local 0198 The next number 005 in the example is an internal number used in processing the wage determination The date 07 01 2011 following these characters is the ffective date of the most current negotiated rate collectiv bargaining agreement which would be July 1 2011 in the above example Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rates 0000 9999 weighted union wage rates will be published annually each January Non Union Identifiers Classifications listed under an SU identifier were derived from survey data by computing average rates and are not union rates however the data used in computing these rates may include both union and non union data Example SULA2004 007 5 13 2010 SU indicates the rates are
144. ecial type of sample Comply with requirements for samples to greatest extent possible and process transmittal forms to provide a record of activity Inspection and Test Reports Classify each as either shop drawing or product data depending upon whether report is uniquely prepared for project or a standard publication of workmanship control testing at point of production and process accordingly Warranties Refer to Products section for specific general requirements on warranties product workmanship bonds and maintenance agreements In addition to copies desired for Contractor s use furnish 2 executed copies except furnish 2 additional conformed copies where required for maintenance manuals Records of Actual Work Furnish 4 copies one of which will be returned for inclusion in Record Documents as specified in Closeout section krM Architecture Submittals 01 3400 3 OANDARWN Standards Where copy submittal is indicated and except where specified integrally with Product Data submittal submit a single copy for Architect s Engineer s use Where workmanship at project site and elsewhere is governed by standard furnish additional copies to fabricators installers and others involved in performance of the work Closeout Submittals Refer to individual work sections and to closeout sections for specific requirements on submittal of closeout information materials tools and similar items Record Document Copies Fu
145. ect before using in work Admixtures Use water reducing admixture or high range water reducing admixture super plasticizer in concrete as required for placement and workability Use non chloride accelerating admixture in concrete slabs placed at ambient temperatures below 50 deg F 10 deg C Use air entraining admixture in exterior exposed concrete unless otherwise indicated Add air entraining admixture at manufacturer s prescribed rate to result in concrete at point of placement having total air content with a tolerance of plus or minus 1 1 2 within following limits Concrete structures and slabs exposed to freezing and thawing deicer chemicals or subjected to hydraulic pressure 5 5 Severe exposure 1 1 2 max aggregate krM Architecture Concrete 03 3100 5 OONDARWND Other Concrete 2 to 4 air Use admixtures for water reducing and set control in strict compliance with manufacturer s directions Water Cement Ratio Provide concrete for following conditions with maximum water cement WC ratios as follows Subjected to freezing and thawing WC 0 50 Subjected to deicers watertight WC 0 45 Slump Limits Proportion and design mixes to result in concrete slump at point of placement as follows Ramps slabs and sloping surfaces Not more than 3 Reinforced foundation systems Not less than 1 and not more than 3 Concrete containing HRWR admixture super plasticizer Not more than 8 after addition
146. ecure to posts with metal bands spaced 15 o c END OF SECTION 32 31 13 Chain Link Fencing 3231 13 3
147. ed Loaders Cherry Picker Hydro Crane Standard or Dinkey Locomotives Scoopmobiles Euclid Loader Soil Cement Machine Back Filler Elevating Machine Power Blade Drilling Machines including Well Testing Caissons Shaft or any similartype Drilling Machines Motor Driven Paint Machine Pipe Cleaning Machine Pipe Wrapping Machine Pipe Bending Machine Apsco Paver Boring Machine Equipment Greased Barber Greene Loaders Formless Paver Well Point System Concrete Spreader Hydra Ax Span Saw and Similar Types Marine Scoops Brush Mulcher Brush Burner Mesh Placer Tr Mover Helicopter Crew 3 Piledriver Skid or Crawler Stump Remover Root Rake Tug Boat Operator Refrigerating Machine Freezing Operator Chair Cart Self Propelled Hydra Seeder Straw Blower Power Sub Grader Bull Float Finishing Machine Self Propelled Pavement Breaker Backhoe Attached Lull or Similar Type Machine http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 14 33 6 26 2014 www wdol g ovwdol scafiles davisbacon IN2 dvb v 9 Two Air Compressors Compressors Hooked in Manifold Overhead Crane Chip Spreader Except when used for Landscaping Work Soil Stablilizer Mud Cat Sull Air Fork Lifts Seaman Tiller Bo Mag Rago Gator and Similar types or Equipment Tube Float Spray Machine Curing Ma
148. ement on the back of the payroll is subject to the penalties provided by 18 USV 1001 namely possible imprisonment of 5 years or 10 000 00 fine or both Accordingly the party signing this statement should have knowledge of the facts represented as true Space has been provided between items 1 and 2 of the statement for describing any deductions made If all deductions made are adequately described in the Deductions column above state See Deductions column in this payroll See paragraph entitled FRINGE BENEFITS above for instructions concerning filling out paragraph 4 of the statement U S Department of Labor Frances Perkins Building 200 Constitution Avenue NW Washington DC 20210 1 866 4 USWAGE TTY 1 866 487 9243 Attachment F UNCONDITIONAL WAIVER AND RELEASE UPON FINAL PAYMENT The undersigned has been paid in full for all labor services equipment or material furnished to Telamon Corporation for the job located at except for final payment of and does hereby release any right to a mechanic s lien stop notice or any right against a labor and material bond on the job This document also releases from liability with subcontractors signed below Contractor Dated Company Name Signature of Authorized Person Title NOTICE TO PERSONS SIGNING THIS WAIVER This document waives your rights unconditionally and states that you have been paid for giving up those rights This document is enforceable
149. emperatures 40 deg F 4 deg C to 32 deg F 0 deg C Protect masonry from rain or snow for at least 24 hours by covering with weather resistive membrane 32 deg F 0 deg C to 25 deg F 4 deg CO Completely cover masonry with weather resistive membrane for at least 24 hours 25 deg F 4 deg C to 20 deg F 7 deg C Completely cover masonry with weather resistive insulating blankets or similar protection for at least 24 hours 48 hours for grouted masonry 20 deg F 7 deg C and below Except as otherwise indicated maintain masonry temperature above 32 deg F 0 deg C for 24 hours using enclosures and supplementary heat electric heating blankets infrared lamps or other methods proven to be satisfactory For grouted masonry maintain heated enclosure to 40 deg F 4 deg C for 48 hours PART 2 PRODUCTS BRICK MADE FROM CLAY OR SHALE General Comply with referenced standards and other requirements indicated below applicable to each form of brick required Size Provide bricks manufactured to the following actual dimensions Standard Modular 2 1 4 x 3 5 8 x 7 5 8 VERIFY IN FIELD THAT DIMENSIONS MATCH EXISTING EXTERIOR BRICK krM Architecture Unit Masonry 04 20 00 4 OONDOaARWND For sills caps and similar applications resulting in exposure of brick surfaces which otherwise would be concealed from view provide uncored or unfrogged units with all exposed surfaces finished Facing Brick none
150. en Requirements Concurrent with the submittal of each partial payment application for all work completed by the Contractors subcontractors and suppliers during the current period the Contractor shall furnish Affidavit and Waivers of Lien evidencing that all wages for labor and all invoices for material or services which were the basis of and included in the previous partial payment have been paid in full Waivers of Lien shall show actual dollar amounts HAZARDOUS MATERIAL If hazardous materials such as asbestos or PCB s are encountered that are not anticipated in the contract the Contractor shall notify the Architect and Owner immediately and stop work in the area of the hazardous material discovery No additional cost shall be claimed due to this stoppage CHANGES IN THE WORK The allowance for overhead and profit combined included in the total cost to the Owner shall be based on the following schedule For the Contractor for any work performed by his own forces fifteen percent 1596 of the cost For the Contractor for work performed by his sub contractor five percent 596 of the amount due the Subcontractor For each Subcontractor involved for any work performed by his own forces fifteen percent 15 of the cost Cost shall be limited to the following Invoiced cost of materials including cost of delivery cost of labor wages fringes payroll taxes and insurance rental value of power tools and equipment and bond premiu
151. enance materials overrun stock and similar information devices and materials applicable to the work and not processed as shop drawings product data or samples GENERAL SUBMITTAL REQUIREMENTS Scheduling Where appropriate in administrative submittals listing of products manufacturers suppliers and subcontractors and in job progress schedule show principal work related submittals and time schedules for coordination of submittal activity with related work in each instance Listing Prepare a separate listing organized by related specification section number sequence showing principal work related submittals and their initial submittal dates as required for coordination of the work Submit listing within 45 days of date of commencement of the work krM Architecture Submittals 01 34 OO 1 OOANDOARWND Coordination and Sequencing Coordinate preparation and processing of submittals with performance of the work so that work will not be delayed by submittals Coordinate and sequence different categories of submittals for same work and for interfacing units of work so that one will not be delayed for coordination of A E s review with another Preparation of Submittals Provide permanent marking on each submittal to identify project date Contractor subcontractor submittal name and similar information to distinguish it from other submittals Show Contractor s executed review and approval marking and provide space for Architect
152. eneric kind from a single source for each unit of work When it is discovered that specified products are available only from sources that do not or cannot produce an adequate quantity to complete project requirements in a timely manner consult with the Architect for a determination of what product qualities are most important before proceeding The Architect will designate those qualities such as visual structural durability or compatibility that are most important When the Architect s determination has been made the Contractor is to select products from those sources that produce products that possess the most important qualities to the fullest extent possible Compatibility of Options Compatibility of products is a basic requirement of product selection When the Contractor is given the option of selecting between two or more products for use on the project the product selected must be compatible with not her products previously selected even if the products previously selected were also Contractor options The complete compatibility between the various choices available to the Contractor is not assured by the various requirements of the Contract document s but must be provided by the Contractor Substitution Request Submittal Request for Substitutions Submit 3 copies of each request for substitution In each request identify the product or fabrication or installation method to be replaced by the substitution include related spec
153. ent and standard portland cement so that when dry patching mortar will match color surrounding Provide test areas at inconspicuous location to verify mixture and color match before proceeding with patching Compact mortar in place and strike off slightly higher than surrounding surface Repair finished unformed surfaces that contain defects which affect durability of concrete Surface defects as such included crazing cracks in excess of 0 01 wide or which penetrate to reinforcement or completely through non reinforced sections regardless of width spalling pop outs honeycomb rock pockets and other objectionable conditions Correct high areas in unformed surfaces by grinding after concrete has cured at least 14 days Correct low areas in unformed surfaces during or immediately after completion of surface finishing operations by cutting out low areas and replacing with fresh concrete Finish repaired areas to blend into adjacent concrete Proprietary patching compounds may be used when acceptable to Architect krM Architecture Concrete 03 31 00 13 OONDARWND Repair defective areas except random cracks and single holes not exceeding 1 diameter by cutting out and replacing with fresh concrete Remove defective areas to sound concrete with clean clearance all around Dampen concrete surfaces in contact with patching concrete and apply bonding compound Mix patching concrete of same materials to provide concrete of same type
154. ent design mix 4000 psi 27 6 MPa minimum with 0 45 maximum water cementitious materials ratio Include channels and benches in manholes Ae Channels Concrete invert formed to same width as connected piping with height of vertical sides to three fourths of pipe diameter Form curved channels with smooth uniform radius and slope a Invert Slope 2 percent through manhole 2 Benches Concrete sloped to drain into channel a Slope 8 percent Ballast and Pipe Supports Portland cement design mix 3000 psi 20 7 MPa minimum with 0 58 maximum water cementitious materials ratio krM Architecture STORM AND SANITARY DRAINAGE 3141 00 4 2 10 1 Reinforcing Fabric ASTM A 185 A 185M steel welded wire fabric plain 2 Reinforcing Bars ASTM A 615 A 615M Grade 60 420 MPa deformed steel CATCH BASINS Standard Precast Concrete Catch Basins Ta Description ASTM C 478 ASTM C 478M precast reinforced concrete of depth indicated with provision for sealant joints 2 Base Section 6 inch 150 mm minimum thickness for floor slab and 4 inch 102 mm minimum thickness for walls and base riser section and separate base slab or base section with integral floor 3 Riser Sections 4 inch 102 mm minimum thickness 48 inch 1200 mm diameter and lengths to provide depth indicated 4 Top Section Eccentric cone type unless concentric cone or flat slab top type is indicated Top of cone of size that matches grade rings Joint Se
155. eptable surface condition Coat contact surfaces of forms with a form coating compound before reinforcement is placed Thin form coating compounds only with thinning agent of type and in amount and under conditions of form coating compound manufacturer s directions Do not allow excess form coating material to accumulate in forms or to come into contact with in place concrete surfaces against which fresh concrete will be placed Apply in compliance with manufacturer s instructions Coat steel forms with a non staining rust preventative form oil or otherwise protect against rusting Rust stained steel formwork is not acceptable krM Architecture Concrete 03 3100 9 OONDARWND CONCRETE PLACEMENT Preplacement Inspection Before placing concrete inspect and complete formwork installation reinforcing steel and items to be embedded or cast in Notify other crafts to permit installation of their work cooperate with other trades in setting such work Moisten wood forms immediately before placing concrete where form coatings are not used Coordinate the installation of joint materials and moisture barriers with placement of forms and reinforcing steel General Comply with ACI 304 Recommended Practice for Measuring Mixing Transporting and Placing Concrete and as herein specified Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause t
156. erlock each course of each wythe at corners Do not use units with less that nominal 4 horizontal face dimensions at corners or jambs Stopping and Resuming Work Rack back 1 2 unit length in each course do not tooth Clean exposed surfaces of set masonry wet units lightly if required and remove loose masonry units and mortar prior to laying fresh masonry Built in Work As the work progresses build in items specified under this and other sections of these specifications Fill in solidly with masonry around built in items Fill space between hollow metal frames and masonry solidly with mortar unless otherwise indicated Where built in items are to be embedded in cores of hollow masonry units place a layer of metal lath in the joint below and rod mortar or grout into core Fill cores in hollow concrete masonry units with grout 3 courses 24 under bearing plates beams lintels posts and similar items unless otherwise indicated MORTAR BEDDING AND JOINTING Lay solid brick size masonry units with completely filled bed and head joint butter ends with sufficient mortar to fill head joints and shove into place Do not slush head joints Lay hollow concrete masonry units with full mortar coverage on horizontal and vertical face shells Bed webs in mortar in starting course on footings and in all courses of piers columns and pilasters and where adjacent to cells or cavities to be reinforced or filled with concrete or grout For starting
157. ernization with the staff patients or visitors will be grounds for immediate dismissal from the jobsite Shoes shirts and long pants will be worn at all times Tennis shoes will not be proper attire for this project Hard hats will be worn at all times until finishing operations begin Clothing with inappropriate obscene graphics and or language will not be permitted Habitual profanity or offensive behavior will be grounds for immediate dismissal from the jobsite Workers shall enter and exit the construction site at the designated entry Workers shall park in designated areas only The use of radios or other sound producing devices is prohibited Workers are to keep the project clean of personal litter Areas used for breaks or lunch shall be cleaned up immediately by those using the area Work breaks will not be permitted inside any existing facilities Workers are not to use the owners existing restroom facilities The activities of all construction workers shall be confined inside the construction limits defined on the plans SEE ATTACHMENTS THAT FOLLOW THIS SECTION IMMEDIATELY Attachments A NOT USED B NOT USED C Telamon Corporation Procurement Contract Provisions D Copeland Act Contract Provisions E Davis Bacon Act Contract Provisions F U S Department of Labor Payroll Certification WH 347 G NOT USED H Unconditional Waiver and Release Upon Final Payment Davis Bacon Poster J Davis Bacon Labor Rates
158. ers Mechanic Tenders Window Washers and cleaners Railroad Workers Masonry Wall Washers Portable Water pumps with discharge up to 3 inches Flag amp Signal Person Waterproofing Handling of Creosot Lumber or like treated material excluding railroad material Asphalt Rakers and Lutemen Kettlemen Air Tool Operators Pneumatic Tool Operators Air and Electric Vibrators and Chipping Hammer Operators Earth Compactors Jackmen and Sheetmen working Ditches deeper than 6 ft in depth Laborers working in ditches 6 ft in depth or deeper Assembly of Unicrete Pump Tile Layers sewer or field and Sewer Pipe Layer metallic or non metallic Motor driven Wheelbarrows and Concrete Buggies Hyster Operators Pump Crete Assemblers Core http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 18 33 6 26 2014 Drill Operators Cement or bag Pneumatic Spikers Deck Engine and Winch Operators Main and Cable Ducking Screed Man Asphalt Paver Chain and Demolition Saw Concrete Conveyor Assemblers Operators GROUP 2 Plaster Tenders Mortar Mixers Welders or electric Cutting Torch or Laborers Cement Gun Operator working for Plasterers Water Burner Scaffold Blast Machine Buil GROUP 3 for explosives BO0274 001 06 01 2013 ENTON MONTGOME BOONE CARROLL RY TIPPECANO CASS CLINTON F TIPTON and WHITE I G COUNTIES
159. ers bulk or bag Handling of Toxic Materials damaging to clothing Pneumatic Spikers Deck Engine and Winch Operators Water Main and Cable Ducking metallic and non metallic Screed Man or Screw Operator on Asphalt Paver Asbestos Removal and Hazardous Waste Removal http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 16 33 6 26 2014 www wdol g ovwdol scafiles davisbacon IN2 dvb v 9 GROUP 2 Plaster Tenders Mason Tenders Mortar Mixers Cement No GROUP 3 elders Acetylene or electric Cutting Torch or Burner zzle Laborers Cement Gun Operator Scaffold Builders when working for Plasterers and Masons Water Blast Machine Dynamite men Drillers air track or wagon drilling for explosives LABO0204 001 06 01 2013 FOUNTAIN HI ENDRICKS and WARREN COUNTIES Rates Fringes Laborers Caisson and Tunnel Work in Compressed and Free Air GROUP Ty sus seis Sod SAE eee xw Ss 22 dT 124 25 GROUP Jie uel ERREUR 2T 34 T2229 GROUP nist verte E eu ee 21 47 125525 GROUP Als 324 wr wis wee S 22 17 12 25 LABORERS GROUP iso veut S 2lIID 2 25 GROUEBECZ sz ety eg we 9x hex 2 at 21 92 2 25 GROUP 35 2g vuelo e RETE 22 17 2 25 LABORER CLASSIFICATIONS GROUP 1 Builders up Eo 3 Building and Construction Laborers Scaffold other than for Masons and Plasterers Mechanic Tenders Window Washers and clea
160. ersons familiar with and authorized to conclude matters relating to the Work Agenda Discuss items of significance that could affect progress including such topics as Tentative construction schedule Critical Work sequencing Designation of responsible personnel Procedures for processing field decisions and Change Orders Procedures for processing Applications for Payment Distribution of Contract Documents Submittal of Shop Drawings Product Data and Samples Preparation of record documents Use of the premises Office Work and Storage areas 11 Equipment deliveries and priorities 12 Safety procedures 13 First aid 14 Security 15 Housekeeping 16 Working hours 17 Owner requirements 18 Temporary Facilities and Controls SOMNANRWNH Project Meetings 01 20 00 1 1 03 PRE INSTALLATION CONFERENCES A A Conduct a pre installation conference at the site before each construction activity that requires coordination with other construction The installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow shall attend the meeting Advise the Architect and GC of scheduled meeting dates Review the progress of other construction activities and preparations for the particular activity under consideration at each pre installation conference including req
161. es Salvaged items must be transported from site as they are removed krM Architecture Selective Demolition 02 06 50 1 OONDOARWND Storage or sale of removed items on site will not be permitted Explosives Use of explosives will not be permitted Traffic Conduct demolition operations and removal of debris to ensure minimum interference with roads streets walks and other adjacent occupied or used facilities Do not close or obstruct streets walks or other occupied or used facilities without permission from authorities having jurisdiction Provide alternate routes around closed or obstructed traffic ways if required by governing regulations Protections Ensure safe passage of persons around area of demolition Conduct operations to prevent injury to adjacent buildings structures other facilities and persons Erect temporary covered passageways as required by authorities having jurisdiction Provide interior and exterior shoring bracing or support to prevent movement settlement or collapse of structures to be demolished and adjacent facilities to remain Damages Promptly repair damages caused to adjacent facilities by demolition operations at no cost to Owner Utility Services Maintain existing utilities indicated to remain keep in service and protect against damage during demolition operations PART 2 PRODUCTS Not applicable PART 3 EXECUTION DEMOLITION Pollution Controls Use water sprinkling temporar
162. es with or is the first request following the date substantial completion is claimed show either 100 completion for the portion of the Work claimed as substantially complete or list incomplete items the value of incomplete work and reasons for the Work being incomplete Include supporting documentation for completion as indicated in these contract documents Submit a statement showing an accounting of changes to the Contract Sum Submit specific warranties workmanship maintenance bonds maintenance agreements final certifications and similar documents Submit record drawings As built Drawings maintenance manuals Deliver tools spare parts and extra stock of material and similar physical items to the Owner A signed receipt listing all items required turned over by contractor on one document from the owner must be presented as part of final payments krM Architecture Project Closeout 01 70 00 1 OONDARWND Complete start up testing of systems and instruction of the Owner s operating and maintenance personnel Discontinue or change over and remove temporary facilities and services from the project site along with construction tools and facilities mock ups and similar elements Change all filters to new Complete final cleaning up requirements including touch up painting of marred surfaces Touch up and otherwise repair and restore marred exposed finishes Inspection Procedures Upon receipt of the Contr
163. ess than 5 8 on joint faces exposed to exterior and 1 2 elsewhere Wire Size for Side Rods 0 1875 diameter Wire Size for Cross Rods 0 148 diameter For single wythe masonry provide type as follows with single pair of side rods Truss design with continuous diagonal cross rods spaced not more than 16 o c For multi wythe masonry provide as follows Tab design with single pair of side rods and rectangular box type cross ties spaced not more than 16 o c with side rods spaced for embedment within each face shell of back up wythe and ties extended to within 1 of exterior face of facing wythe For Anchoring masonry to steel stud wall Use units with adjustable 2 piece triangular wire ties where horizontal joints of facing wythe do not align with those of back up Bent Wire Ties Provide individual prefabricated bent wire units complying with requirements indicated below krM Architecture Unit Masonry 04 20 00 6 OONDABRWDND Wire Size 0 1875 diameter Two piece unit allowing vertical movement but resisting lateral movement Screw attach vertical piece to steel studs Length Provide units of length not less than that required for embedment into each wythe of 1 5 for solid units and for embedment of tie end into face shells of hollow units with not less than 5 8 mortar cover on exterior face joints 1 2 elsewhere Tie Shape for Hollow Masonry Units Laid with Cells Vertical Triangular Tie shape for Solid Masonry Un
164. etion CONOR C H Final Payment Application Administrative actions and submittals which must precede or coincide with submittal of the final payment Application for Payment include the following 1 Completion of Project closeout requirements 2 Completion of items specified for completion after Substantial Completion 3 Assurance that unsettled claims will be settled 4 Assurance that Work not complete and accepted will be completed without undue delay 5 Transmittal of required Project construction records to Owner 6 Certified property survey 7 Proof that taxes fees and similar obligations have been paid 8 Removal of temporary facilities and services 9 Removal of surplus materials rubbish and similar elements 10 Change of door locks to Owner s access l Application for Reduction of Retainage or Retainage Release Administrative actions and submittals which must precede or coincide with submittal of the release of retainage include the following 1 Submit 30 thirty days after approval of Final Payment Application 2 Completion and close out of all project related items for full retainage release 3 For partial retainage release list all remaining items with associated value s to be held Value shall be amount agreeable based on Architects Engineers estimate PART 2 PRODUCTS Not Applicable PART 3 EXECUTION Not Applicable END OF SECTION krM Architecture Application for payment 010270 3 OONDOAR
165. ever no such implied meaning will be interpreted to extend Architect s Engineer s responsibility into Contractor s area of construction supervision Approve Where used in conjunction with the Architect s Engineer s response to submittals requests applications inquiries reports and claims by the Contractor the meaning of term approved will be held to limitations of the Architect s Engineer s responsibilities and duties as specified in General and Supplementary Conditions In no case will the Architect Engineer s approval be interpreted as a release of the Contractor from responsibilities to fulfill requirements of contract documents Project Site The term project site is defined as the space available to the Contractor for performance of the Work either exclusively or in conjunction with others performing other work as part of the project The extent of the project site is shown on the drawings and may or may not be identical with the description of the land upon which project is to be built Provide Except as otherwise defined in greater detail the term provide means to furnish and install complete and ready for intended use as applicable in each instance unless specifically noted furnish means the same as provide Unless specifically described otherwise install means the same as provide Installer The term installer is defined as the entity person or firm engaged by the Contractor its subcontractor or subcontra
166. evidence of patching and refinishing Where removal of walls or partitions extends one finished area into another finished area patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance If necessary to achieve uniform color and appearance remove existing floor and wall coverings and replace with new materials Where patch occurs in a smooth painted surface extend final paint coat over entire unbroken surface containing patch after patched area has received prime and base coat Patch repair or re hang existing ceiling as necessary to provide an even plane surface of uniform appearance CLEANING Thoroughly clean areas and spaces where work is performed or used as access to work Remove completely point mortar oils putty and items of similar nature Thoroughly clean piping conduit and similar features before painting or other finishing is applied Restore damaged pipe covering to its original condition END OF SECTION krM Architecture Cutting and Patching 0104 50 4 SECTION 01 07 00 ABBREVIATIONS AND SYMBOLS PART 1 GENERAL ARCHITECTURAL DRAWING ABBREVIATIONS Architectural abbreviations used on the Drawings shall be as defined in the following list Discrepancies or abbreviations used on the Drawings but not included in this list shall be as interpreted by the Architect In cases where different abbreviations are used on the drawings and the abbreviation is explained o
167. existing building conditions that are apparent to a site visit and for any matters discussed at this meeting Meeting minutes will be mailed via addendum CONSTRUCTION COORDINATION This project will be under the direct control of the General Contractor GC INDIANA STATE SALES TAX Materials and supplies purchased for this project are not subject to sales tax OCCUPATIONAL SAFETY AND HEALTH These construction documents and the joint and several phases of construction hereby contemplated are to be governed at all times by applicable provisions of the federal laws but not limited to the latest amendments of the following Williams Steiger Occupational Safety amp Health Act of 1970 29 U S C ss651 678 and The Indiana Occupational Safety Act IC 22 8 1 1 et seq Part 1910 Occupational Safety amp Health Standards Chapter XVII of Title 29 Code of Federal Regulations Part 15268 Safety amp Health Regulations for Construction Chapter XVII of Title 29 Code of Federal Regulations The Contractors Sub Contractors and their employees shall be solely responsible to conduct their work in conformance with the regulations contained in The Act and as amended All material suppliers and manufacturers shall be fully aware of their responsibilities and the requirements of the finished project under the regulations of this act and as amended Such materials and fabricated products incorporated in this project shall at the time of installation
168. f instructions for each procedure krM Architecture Operations and Maintenance Manuals 01 72 00 2 E Photostatic copy of each warranty bond and service contract issued 1 Provide information sheet for Owner s personnel give a Proper procedures in the event of failure b Instances which might affect the validity of warranties or bonds MANUAL FOR MATERIALS AND FINISHES A Submit one 1 copy of complete manual in final form B Content for architectural products applied materials and finishes 1 Manufacturer s data giving full information on products a Catalog number size composition b Color and texture designations c Information required for recording special manufactured products 2 Instructions for care and maintenance a Manufacturer s recommendation for types of cleaning agents and methods b Cautions against cleaning agents and methods which are detrimental to the product c Recommended schedule for cleaning and maintenance C Content for moisture protection and weather exposed products 1 Manufacturer s data giving full information on products a Applicable standards b Chemical composition c Details of installation 2 Instructions for inspection maintenance and repair D Additional requirements for maintenance data The respective sections of Specifications E Provide complete information for products specified in all specification sections with no exception MANUAL FOR EQUIPMENT AND S
169. f roots skinning and bruising of bark smothering of trees by stockpiling construction materials or excavated materials within drip line excess foot or vehicular traffic or parking of vehicles within drip line Provide temporary guards to protect trees and vegetation to be left standing krM Architecture SITE CLEARING 31 10 00 1 CO oocoo 1o9gU I dU r 2 BA HAHAHA HWW WW U Q9 0 O2 O9 Q2 b2 b2 b2 b2 R2 b2 F2 F2 22 RR BR RRR em QUA dS U0rl2 c coco 1OQNUnd tr cwuoco 1QUuAdRU rn cocwNeocoo 1guUuAdRUFTF Improvements on Adjoining Property Authority for performing removal and alteration work on public right of way adjoining Owner s property will be obtained by Owner prior to award of contract Extent of work on adjacent property is indicated on Drawings PART 2 PRODUCTS Not applicable to work of this section PART 3 EXECUTION SITE CLEARING General Remove grass and other vegetation improvements or obstructions interfering with installation of new construction Remove such items elsewhere on site or premises as specifically indicated Removal includes digging out stumps and roots Topsoil Topsoil is defined as friable clay loam surface soil found in a depth of not less than 4 Satisfactory topsoil is reasonably free of subsoil clay lumps stones and other objects over 2 in diameter and without weeds roots and other objectionable material Strip topsoil to whatever depths encountered in a manner t
170. ferenced to permanent surface improvements krM Architecture Project Record Documents 01 71 00 1 OOANDARWN e Record location of internal utilities and appurtenances concealed in the construction Referenced to visible and accessible features of the structure e Field changes of dimension and detail e Changes made by Change Order e Details not on original contract drawings Specifications and Addenda Legibly mark each Section to record e Manufacturer trade name catalog number and Supplier of each product and item of equipment actually installed RECORD DRAWINGS As construction progresses each Prime Contractor is to carefully mark with dimensions the locations of all concealed piping conduits and other materials which will not be visible after construction Show all changes to the drawings as they are actually constructed in the field These drawings will be reviewed once a month by the architect The drawings are to be maintained and organized by the GC SUBMITTAL At Contract closeout the GC is to deliver the record documents to the Architect See section 01700 for other requirements Accompany submittal with transmittal letter in duplicate containing Date Project title and number Contractor s name and address Title and number of each record document Certification that each document is complete and accurate Signature of Contractor or his authorized representative END OF SECTION krM Architecture Project
171. fied as Standards or they are otherwise named approval of other equal quality products shall be obtained by requesting in writing and presenting for evaluation no later than seven 7 days prior to the date set for receipt of bids Conform to process outlined in section 01631 of these specifications There will be no substitutions as equal after the bidding If approval is granted product or material will be added by Addendum No direct reply will be made to any requests for changes but any requested changes approved by the Designer will be stated in an Addendum issued to all prime bidders All decisions of the Architect are final ELECTRONIC DRAWING USE KRM will provide to the GC at request a disk containing the background drawings for the project in AutoCad format These drawings are not contract documents and are not certified to contain only accurate information They contain old layers in accuracies and the normal dated information that is part of the design process However the are being given to the contractor to allow them to use them however they deem appropriate to reduce time in preparing submittals and shop drawings Prior to providing the disc the GC will be required to sign a release indicating that it is understood that the drawings are not contract documents and the contractor is using them at his own risk The GC may forward the files to sub contractors and suppliers PRIME CONTRACTORS All work for the complete const
172. flathead wood screw Keene s cement plaster kickplate kitchen knockout label laboratory laminate d laminated veneer lumber lavoratory left hand length or steel angle light lightweight lightweight concrete lintel locker louver manhole manufacture er marble masonry masonry opening material s maximum mechanic al mechanical contractor medicine cabinet member membrane metal metal composite panels metal corner bead mezzanine millwork minimum mirror miscellaneous modular or modified molding moulding mount ed ing movable krM Architecture PCMU Abbreviations incinerator include d ing inside diameter insulate d ion interior invert janitor s closet joint joist paper towel dispenser paper towel receptor parallel particle board partition pavement perforate d perimeter plaster plastic laminate plate plywood Portland cement plaster pounds per cubic foot pounds per lineal foot pounds per square foot pounds per square inch precast concrete prefabricate d prefaced concrete masonry units prefinished preformed prestressed concrete property line quarry tile quantity rabbet rebate radius rainwater leader recessed reference reflect ed ive or refrigerator register reinforce d ing reinforced concrete pipe remove required resilient return 01 07 00 3 OONDARWND mullion noise reduction coefficient nominal not in contract
173. form will satisfy the requirements of Regulations Parts 3 and 5 29 CFR Subtitle A as to payrolls submitted in connection with contracts subject to the Davis Bacon and related Acts This form meets needs resulting from the amendment of Davis Bacon Act to include fringe benefits provisions Under this amended law the contractor is required to pay not less than fringe benefits as predetermined by the Department of Labor in addition to payment of not less than the predetermined rates The contractor s obligation to pay fringe benefits may be met either by payment of the fringes to the various plans funds or programs or by making these payments to the employees as cash in lieu of fringes This payroll provides for the contractor s showing on the face of the payroll all monies to the employees whether as basic rates or as cash in lieu of fringes and provides for the contractor s representation in the statement of compliance on the rear of the payroll that he is paying to other fringes required by the contract and not paid as cash in lieu of fringes Detailed instructions concerning the preparation of the payroll follow Contractor or Subcontractor Fill in your firm s name and check appropriate box Address Fill in your firm s address Column 1 Name Address and Social Security Number of Employee The employee s full name and Social Security Number must be shown on each weekly payroll submitted The employee s address must also be shown on the pay
174. frame members maximum of 8 apart unless otherwise noted Provide same fabric as for fence unless otherwise indicated Install fabric with stretchers at vertical edges and at top and bottom edges Attach stretcher bars to gate frame at not more than 15 o c Chain Link Fencing 3231 13 2 Install diagonal cross bracing consisting of 3 8 diameter adjustable length truss rods on gates to ensure frame rigidity without sag or twist Swing Gates Fabricate perimeter frames of minimum 1 90 OD pipe Gate Hardware Provide hardware and accessories for each gate galvanized per ASTM A 153 and in accordance with the following Hinges Size and material to suit gate size non lift off type offset to permit 180 degree gate opening Provide 1 1 2 pair of hinges for each leaf over 6 nominal height Latch Forked type or plunger bar type to permit operation from either side of gate with padlock eye as integral part of latch Double Gates Provide gate stops for double gates consisting of mushroom type flush plate with anchors set in concrete and designed to engage center drop rod or plunger bar Include locking device and padlock eyes as integral part of latch permitting both gate leaves to be locked with single padlock Concrete provide concrete consisting of Portland cement ASTM C 150 aggregate ASTM C 33 and clean water Mix materials to obtain concrete with a minimum 28 day compressive strength of 2500 psi using at least 4 s
175. g such items as Interface requirements Time Sequences Deliveries Off site fabrication problems Access Site utilization Temporary facilities and services Hours of Work Hazards and risks Housekeeping I Quality and Work standards m Change Orders n Documentation of information for payment requests Aa TaQ OAaAO0 om Reporting Copies of meeting minutes will be distributed to each party present and to other parties who should have been present by GC Schedule Updating Construction Manager General Contractor shall revise the construction schedule after each progress meeting where revisions to the schedule have been made or recognized He shall issue the revised schedule to all concerned including Owner Construction Manager Architect and Architect s consultants END OF SECTION krM Architecture Project Meetings 01 2000 3 OANDOARWND SECTION 01 34 00 SUBMITTALS PART 1 GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract including General and Supplementary Conditions and other Division 1 Specification sections apply to work of this section DESCRIPTION OF REQUIREMENTS The types of submittal requirements specified in this section include shop drawings product data samples and miscellaneous work related submittals Individual submittal requirements are specified in applicable sections for each unit of work Refer to other Division 1 sections and other c
176. h another individual acceptable to the design team and owner The decision of the design team is to be final in this issue END OF SECTION krM Architecture Construction Superintendent 01 5150 1 OONDOOARWND SECTION 01 54 00 FIELD OFFICES AND SHEDS PART ONE GENERAL The General Contractor is not required to provide a temporary office on the site for the duration of the construction project NO office space can be located within the existing facility If a temporary office structure is placed on site Owner must approve of location Repair all existing surfaces to their original condition if disturbed by sheds trailers and construction related traffic unless plans show new work that would deem repairs unnecessary Remove all temporary utilities as it relates to this section Storage Sheds 1 All Storage sheds storage trailers on site shall be maintained in a neat and orderly manner The contractor is to recognize that it is the owners desire to maintain a neat and orderly appearing site throughout construction The GC is to assign site space allocation to all other contractors See section above for repairs needed after trailers sheds are removed from site END OF SECTION krM Architecture Field Office and Sheds 01 54 00 1 OONODOARWN SECTION 01 63 10 PRODUCTS AND SUBSTITUTIONS PART 1 GENERAL WHERE APPLICABLE It is intended that substitutions of materials occur only when products are unavailable as specified
177. he formation of seams or planes of weakness If a section cannot be placed continuously provide construction joints as herein specified Deposit concrete as nearly as practicable to its final location to avoid segregation Placing Concrete in Forms Deposit concrete in forms in horizontal layers not deeper than 24 and in a manner to avoid inclined construction joints Where placement consists of several layers place each layer while preceding layer is still plastic to avoid cold joints Consolidate placed concrete by mechanical vibrating equipment supplemented by hand spading rodding or tamping Use equipment and procedures for consolidation of concrete in accordance with ACI recommended practices Do not use vibrators to transport concrete inside forms Insert and withdraw vibrators vertically at uniformly spaced locations not farther than visible effectiveness of machine Place vibrators to rapidly penetrate placed layer and at least 6 into preceding layer Do not insert vibrators into lower layers of concrete that have begun to set At each insertion limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing segregation of mix Placing Concrete Slabs Deposit and consolidate concrete slabs in a continuous operation within limits of construction joints until the placing of a panel or section is completed Consolidate concrete during placing opera
178. hereof will be deducted by the Owner from the Contract Sum CODE COMPLIANCE TESTING Inspections and tests required by codes or ordinances or by a plan approval authority and which are made by a legally constituted authority shall be the responsibility of and shall be paid for by the Contractor unless otherwise provided in the Contract Documents CONTRACTOR S CONVENIENCE TESTING Inspecting and testing performed exclusively for the Contractor s convenience shall be the sole responsibility of the Contractor INSPECTION BY OWNER S PERSONNEL From time to time personnel in the employ of the Owner may inspect the Work where the Work is in progress but shall have no authority to direct the Contractor or request changes in the Work except through the Architect PART 2 PRODUCTS Not Applicable PART 3 EXECUTION COOPERATION WITH TESTING LABORATORY Representatives of the testing laboratory shall have access to the Work at all times Provide facilities for such access in order that the laboratory may properly perform its function TAKING SPECIMENS Specimens and samples for testing unless otherwise provided in the Contract Documents will be taken by the testing personnel Sampling equipment and personnel will be provided by the testing laboratory Deliveries of specimens and samples to the testing laboratory will be performed by the testing laboratory SCHEDULES FOR TESTING Establishing the schedule By advance discussion with the test
179. hich may be incorporated in the work include but are not limited to the following Sika Aer Sika Corp MB VR or MB AE Master Builders Dorex AEA W R Grace Edoco 2001 or 2002 Edoco Technical Products Water Reducing Admixture ASTM C 494 Type A and contain not more than 0 1 chloride ions Available Products Subject to compliance with requirements products which may be incorporated in the work include but are not limited to the following Eucon WR 75 Euclid Chemical Co Pozzolith 344 Master Builders Plastocrete 160 Sika Chemical Corp Chemtard Chem Masters Corp Calcium Chloride or admixtures containing more than 0 196 chloride ions are not permitted krM Architecture Concrete 03 3100 3 OONDARWND RELATED MATERIALS Moisture Barrier Provide moisture barrier cover over prepared base material where indicated Use only materials which are resistant to decay when tested in accordance with ASTM E 154 as follows Polyethylene sheet not less than 8 mils thick Non Shrink Grout CRD C 621 factory pre mixed grout Available Products Subject to compliance with requirements products which may be incorporated in the work include but are not limited to the following Non metallic Masterflow 713 Master Builders Sonogrout Sonneborn Contech Euco NS Euclid Chemical Co Crystex L amp M Const Chemical Co Sure Grip Grout Dayton Superior Corp Horngrout A C Horn
180. hick exterior plywood prime and finish painted Open Mesh Fencing Provide No 11 gage galvanized chain link fabric fencing 6 feet high with galvanized barbed wire top strand and galvanized steel pipe posts 1 1 2 I D for line posts and 2 1 2 I D for corner posts krM Architecture Temporary Facilities 01 5000 5 OONDARWND PART 3 EXECUTION INSTALLATION GENERAL General Use qualified tradesmen for installation of temporary services and facilities Locate temporary services and facilities where they will serve the entire project adequately and result in minimum interface with the performance of the Work Relocate modify and extend services and facilities as required during the course of work so as to accommodate the entire work of the project TEMPORARY UTILITY INSTALLATION General Engage the local utility company to install temporary service to the project or to make connections to existing service Arrange with the companies and existing users for an acceptable time when service can be interrupted where necessary to make connections for temporary services Water Service General Install water service and distribution piping of sizes and pressures adequate for construction purposes during the construction period and until permanent service is in use including but not limited to the following uses Construction processes Fire protection Drinking water Sanitary facilities Cleaning Plant and lawn wa
181. hitecture Unit Masonry 04 20 00 17 OONDARWND SECTION 05 50 00 METAL FABRICATIONS PART 1 GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section DESCRIPTION OF WORK Definition Metal fabrications include items made from iron and steel shapes plates bars strips tubes pipes and castings which are not a part of structural steel or other metal systems specified elsewhere Extent of metal fabrications is indicated on drawings and schedules Types of work in this section include metal fabrications for but not limited to Rough hardware Loose bearing and leveling plates Loose steel lintels Miscellaneous framing and supports Miscellaneous steel trim Structural steel is specified in another section within Division 5 Architectural handrails are specified in another section within division 5 SYSTEM PERFORMANCES Structural Performances Provide assemblies which when installed comply with the following minimum requirements for structural performance unless otherwise indicated Trends and Platforms of Steel Stairs Capable of withstanding a uniform load of 100 Ibf per sq ft or a concentrated load of 300 Ibf so located as to produce maximum stress conditions Handrails and Toprails Capable of withstanding the following loads applied as indicated when tested per ASTM E 935 Conce
182. hod used use an independent testing facility acceptable to Architect for preparing and reporting proposed mix designs The testing facility shall not be the same as used for field quality control testing unless otherwise acceptable to Architect Design mixes to provide normal weight concrete with the following properties e 4000 psi 28 day compressive strength W C ratio 0 44 maximum non air entrained 0 35 maximum air entrained For slabs poured concrete walls elevated slabs on metal decks and concrete piers Minimum cement 564 pounds per cubic yard e 3000 psi 28 day compressive strength W C ratio 0 58 maximum non air entrained 0 46 maximum air entrained For footings Minimum cement 470 pounds per cubic yard e 4000 psi 28 day compressive strength W C ratio 0 35 maximum air entrained For exterior walks and curb Exterior concrete shall be mixed with crushed stone aggregate only No rounded gravel Minimum cement 564 pounds per cubic yard Grout mix for filling masonry voids and reinforcing to be pea gravel aggregate mix with 28 day compressive strength of 3 000 psi Adjustment to Concrete Mixes Mix design adjustments may be requested by Contractor when characteristics of materials job conditions weather test results or other circumstances warrant at no additional cost to owner and as accepted by Architect Laboratory test data for revised mix design and strength results must be submitted to and accepted by Archit
183. ic listed in the above referenced payroll payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees except as noted in section 4 c below b WHERE FRINGE BENEFITS ARE PAID IN CASH LI Each laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract except as noted in section 4 c below c EXCEPTIONS EXCEPTION CRAFT EXPLANATION REMARKS NAME AND TITLE SIGNATURE THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE Note These Instructions may be found online at www dol gov From the DOL home page follow the sequence of links listed below in yellow to find the Instructions page April 1 2003 DOL Home gt ESA gt WHD gt Forms gt WH 347 Instructions Instructions For Completing Payroll Form WH 347 General The use of the WH 347 payroll form is not mandatory This form has been made available for the convenience of contractors and subcontractors required by their Federal or Federally aided construction type contracts and subcontracts to submit weekly payrolls Properly filled out this
184. icated DELIVERY STORAGE AND HANDLING Deliver masonry materials to project in undamaged condition Store and handle masonry units to prevent their deterioration or damage due to moisture temperature changes contaminants corrosion or other causes Store cementitious materials off the ground under cover and in dry location Store aggregates where grading and other required characteristics can be maintained Store masonry accessories including metal items to prevent deterioration by corrosion and accumulation of dirt PROJECT CONDITIONS Protection of Work During erection cover top of walls with waterproof sheeting at end of each day s work Cover partially completed structures when work is not in progress Extend cover a minimum of 24 inches down both sides and hold cover securely in place Do not apply uniform floor or roof loading for at least 12 hours after building masonry walls or columns Do not apply uniform concentrated loads for at least 3 days after building masonry walls or columns Staining Prevent grout or mortar or soil from staining the face of masonry to be left exposed or painted Remove immediately grout or mortar in contact with such masonry Protect base of walls from rain splashed mud and mortar splatter by means of coverings spread on ground and over wall surface Cold Weather Protection Do not lay masonry units which are wet or frozen Remove any ice or snow formed on masonry bed by carefully appl
185. ication plus the amount of fringe benefits determined for each classification in the applicable wage decision Inasmuch as it is not necessary to pay time and a half on cash paid in lieu of fringes the overtime rate shall be not less than the sum of the basic predetermined rate plus the half time premium on basic or regular rate plus the required cash in lieu of fringes at the straight time rate In addition the contractor shall check paragraph 4 b of the statement on the reverse of the payroll to indicate that he is paying fringe benefits in cash directly to his employees Any exceptions shall be noted in Section 4 c Use of Section 4 c Exceptions Any contractor who is making payment to approved plans funds or programs in amounts less than the wage determination requires is obliged to pay the deficiency directly to the employees as cash in lieu of fringes Any exceptions to Section 4 a or 4 b whichever the contractor may check shall be entered in section 4 c Enter in the Exception column the craft and enter in the Explanation column the hourly amount paid the employee as cash in lieu of fringes and the hourly amount paid to plans funds or programs as fringes The contractor shall pay and shall show that he is paying to each such employee for all hours unless otherwise provided by applicable determination worked on Federal or Federally assisted project an amount not less than the predetermined rate plus cash in lieu of fringes as shown i
186. icenses and Certificates For the Owner s records submit copies of permits licenses certifications inspection reports releases jurisdictional settlements notices receipts for fee payments judgments and similar documents correspondence and records established in conjunction with compliance with standards and regulations bearing upon performance of the work PART 2 PRODUCTS not applicable PART 3 EXECUTION not applicable END OF SECTION krM Architecture Definitions and Standards 01 09 00 4 SECTION 01 2 PART 1 GEN 0 00 PROJECT MEETINGS ERAL 1 01 SUMMARY A This Section specifies administrative and procedural requirements for project meetings including but not limited to 1 Pre Construction Conferences 2 Pre Installation Conferences 3 Coordination Meetings 4 Progress Meetings 1 02 PRE CONSTRUCTION CONFERENCE A krM Architecture The Architect and GC will schedule a pre construction conference and organizational meeting at the Project site or other convenient location no later than 15 days after execution of the Agreement and prior to commencement of construction activities The meeting will be conducted to review responsibilities and personnel assignments Attendees The Owner Architect GC and their consultants each Prime Contractor and their superintendent major subcontractors manufacturers suppliers and other concerned parties shall each be represented at the conference by p
187. ification section and drawing numbers and complete documentation showing compliance with the requirements for substitutions Include the following information as appropriate with each request Provide complete product data drawings and descriptions of products and fabrication and installation procedures Provide samples where applicable or requested Provide a detailed comparison of the significant qualities of the proposed substitution with those of the work originally specified Significant qualities include elements such as size weight durability performance and visual effect where applicable Provide complete coordination information Include all changes required in other elements of the work to accommodate the substitution including work performed by the Owner and separate Contractors Provide a statement indicating the effect the substitution will have on the work schedule in comparison to the schedule without approval of the proposed substitution Include information regarding the effect of the proposed substitution on the Contract Time Provide complete cost information including a proposal of the net change if any in the Contract Sum Provide certification by the Contractor to the effect that in the Contractor s opinion after thorough evaluation the proposed substitution will result in work that in every significant respect is equal to krM Architecture Products and Substitutions 016310 2 OONDOARWND or better
188. iginal AIA text This document has important legal consequences Consultation with an attorney is encouraged with respect to its completion or modification AIA Document A201 2007 General Conditions of the Contract for Construction is adopted in this document by reference Do not use with other general conditions unless this document is modified AIA Document A101 2007 Copyright 1915 1918 1925 1937 1951 1958 1961 1963 1967 1974 1977 1987 1991 1997 and 2007 by The American Institute of Architects All rights reserved WARNING This AIA Document is protected by U S Copyright Law and Internationai Treaties Unauthor zed reproduction or distribution of this ALIA Document or any portion of it may result in severe civil and criminal penalties and will be prosecuted to the maximum extent possible under the law This document was produced by AIA software at 14 30 26 on 02 28 2011 under Order No 1462094857 1 which expires on 08 23 2011 and is not for resale User Notes 726230852 Init TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement Conditions of the Contract General
189. in an existing lawn carefully remove and store sod After backfilling trench replace sod Care shall be exercised during the work to see that no unnecessary damage is done to lawn in storing of dirt or other construction material Should unnecessary damage occur in opinion of Design team the Contractor shall be required to recondition lawns at his own expense In addition each Contractor shall provide and maintain warning barricades flags warning lights etc and shall conduct his work so as to create a minimum amount of inconvenience to others traffic construction and the like Temporary suspension of work does not relieve the Contractor of responsibility for the above krM Architecture Excavating amp Backfill 31 30 10 1 requirements Where roots of live trees are encountered in excavations they shall be carefully protected during constructions Contractor shall cut or remove interfering trees remove all stumps rocks etc in line of excavation however approval of Design team shall be obtained before any tree is removed or cut Any shrubbery in line of excavation shall be removed with ball of dirt and replaced at completion of excavation Where excavation is necessary in existing pavements Contractors for whose work excavation is required shall pay all fees and costs of opening street or pavement and all costs of filling and repaving in accordance with the requirements of and to satisfaction of Municipality Utility or Owne
190. in storage 12 Other data as required under pertinent sections of specifications C Content for each electric and electronic system as appropriate O OND O1 1 Description of system and component parts a Function normal operating characteristics and limiting conditions b Performance curves engineering data and tests c Complete nomenclature and commercial number of replaceable parts 2 Operating procedures a Routine and normal operating instructions b Sequences required c Special operating instructions 3 Maintenance procedures a Routine operations b Guide to trouble shooting c Disassembly repair and reassembly d Adjustment and checking 4 Manufacturer s printed operating and maintenance instructions 5 List of original manufacturer s spare parts manufacturer s current prices and recommended quantities to be maintained in storage 6 Other data as required under pertinent sections of Specifications D Prepare and include additional data when the need for such data becomes apparent during instruction of Owner s personnel E Additional requirements for operations and maintenance data The respective sections of Specifications F Provide complete information for products specified for Cabinets and Storage Plumbing Equipment Fire Protection Power or Heat Generation Refrigeration Air Distribution Controls and Instrumentation Motors Electrical Power Generation 1
191. ing Telamon Corporation shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the contractor under this contract or any other Federal contract with the same prime contractor or any other federally assisted contract subject to Davis Bacon prevailing wage requirements which is held by the same prime contractor so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics including apprentices trainees and helpers employed by the contractor or any subcontractor the full amount of wages required by the contract In the event of failure to pay any laborer or mechanic including any apprentice trainee or helper employed or working on the site of the work or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project all or part of the wages required by the contract the Agency may after written notice to the contractor sponsor applicant or owner take such action as may be necessary to cause the suspension of any further payment advance or guarantee of funds until such violations have ceased 3 Payrolls and basic records i Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site
192. ing removal scrapping vaccuming bagging amp disposing of all insulation materials whether they contain asbestos or not from mechanical systems 521 15 12 20 ASBE0075 003 06 01 2013 I CASS FULTON and WHITE COUNTIES Rates Fringes ASBESTOS WORKER HEAT amp FROST INSULATOR includes application of all insulating materials protective coverings coatings and finishings to all types of mechanical systems 31 40 17 54 HAZARDOUS MATERIAL HANDLER includes preparation wetting stripping removal scrapping vaccuming bagging amp disposing of all insulation materials whether they contain asbestos or not from mechanical systems 25 80 12 10 BOIL0374 002 01 01 2013 BOLLhERMAKER i 3350 lee 33 78 25519 BRIN0003 001 06 01 2013 INDIANAPOLIS http www wdol g ov wdol scafiles davisbacon IN2 dvb v 9 2 33 6 26 2014 BOONE and SHI I HANCOCK H ELI ENDRICKS BY COUNTII Bricklayer Pointer TERRAZZO FINISHE TERRAZZO WORKER S Stone Caulking i ES E Mason ETTER Tile amp Marble Finisher Tile Marble Setter BRIN0004 004 06 01 2013 FORT WAYNE ALLEN DEKALB HUNTINGTON NOBLE WHITLEY COUNTIE ADAMS
193. ing General and Supplementary Conditions and Division 1 Specification Sections apply to this Section SUMBITTALS SCHEDULE OF VALUES Contractor shall submit a Schedule of Values within seven 7 days after the date of the Notice to Proceed or the contract date whichever is the earlier Submit three 3 copes for the Owner and the Architect Engineer s review Each Schedule of Values shall have the Contractor s name Bid Category name and number project name and number and shall be dated signed and notarized PART 2 PRODUCTS SCHEDULE FORMAT FORM A Schedule of Values shall be submitted in the format as detailed on AIA Document G703 Use the project manual Table of Contents as a guide to establish the format for the Schedule of Values A line item shall be given for each labor and material item General Conditions items such as superintendence bond insurance cost mobilization demobilization safety submittals clean up O amp M s record drawings and project close out shall be listed as a separate line items A final list of additional line items will be provided at the pre construction meeting PART 3 EXECUTION SCHEDULE CONTENT VALUES Each item shall be the assigned separate labor and materials values for that portion of the Work CONTRACT BREAKDOWN REVIEW PURPOSE Breakdown of Contract once accepted by the Owner and the Architect Engineer will be used in evaluating monthly applications for payment END
194. ing jib shall receive an additional one dollar and twenty five cents 1 25 per hour above the regular rate IRON0O022 004 06 01 2014 BARTHOLOMEW BENTON BOONE CARROLL CASS CLINTON DELAWARE S 2 3 FOUNTAIN FULTON SW 1 4 OF COUNTY GRANT SW PORTION HAMILTON HANCOCK HENDRICKS HOWARD JOHNSON MADISON MARION MIAMI MONROE MONTGOMERY MORGAN SHELBY TIPPECANOE TIPTON ARREN AND WHITE COUNTIES Rates Fringes LRONWOEKER 25 23 3 13 mie posu unten 29 84 1 0 5 5 The following holidays shall be observed New Year s Day Memorial Day Independence Day Labor Day Thanksgiving Day and the day after Thanksgiving and Christmas Day Any hol fol hol liday which occurs on a Sunday shall be observed th Llowing Monday unless the legal observance of these lidays is changed by law IRON0O147 004 06 01 2013 http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 15 33 6 26 2014 www wdol g ov wdol scafiles davisbacon IN2 dvb v 9 ADAMS ALLEN BLACKFORD DEKALB DELAWARE NORTHEAST THIRD OF PORTION HUNTINGTON JAY MIAMI NORTHEAST EXCLUDING NORTHEAST TIP STEUBEN WABASH COUNTIES TRONWORKER cee ERO sty SOUS Ra eus 24 94 TRONO292 006 06 01 2014 COUNTY FULTON EASTERN PART GRANT EXCLUDING SOUTHWEST
195. ing laboratory selected by the Owner determine the time required for the laboratory to perform its tests and to issue each of its findings Provide required time within the construction schedule Revising the schedule When changes of construction schedule are necessary during construction coordinate such changes of schedule with the testing laboratory as required Adherence to schedule When the testing laboratory is ready to test according to the established schedule but is prevented from testing or taking specimens due to incompleteness of the Work all extra charges for testing attributable to the delay may be back charged to the Contractor and shall not be borne by the Owner ALTERNATIVE INSPECTION PROCEDURE krM Architecture Testing Laboratory Services 01 41 00 2 OORUN The Architect shall have the right to require alternative inspection procedure other than as specified when in the Architect s judgment other inspections are required to demonstrate compliance with the Contract requirements Costs of such alternative inspections will be borne by the Owner if products are found to comply otherwise costs shall be borne by the Contractor END OF SECTION krM Architecture Testing Laboratory Services 01 4100 3 OONDARWND SECTION 01 50 00 TEMPORARY FACILITIES PART 1 GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract including General and Supplementary Conditions and other Division 1 Spe
196. intly and severally as provided herein The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents or within such time period as may be agreed to by the Owner and Contractor and the Contractor either 1 enters into a contract with the Owner in accordance with the terms of such bid and gives such bond or bonds as may be specified in the bidding or Contract Documents with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof or 2 pays to the Owner the difference not to exceed the amount of this Bond between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid then this obligation shall be null and void otherwise to remain in full force and effect The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid Waiver of notice by the Surety shall not apply to any extension exceeding sixty 60 days in the aggregate beyond the time for acceptance of bids specified in the bid documents and the Owner and Contractor shall obtain the Surety s consent for an extension beyond sixty 60 days If this Bond is issued in connect
197. into this contract the contractor certifies that neither it nor he or she nor any person or firm who has an interest in the contractor s firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3 a of the Davis Bacon Act or 29 CFR 5 12 a 1 Gi No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3 a of the Davis Bacon Act or 29 CFR 5 12 a 1 iii The penalty for making false statements is prescribed in the U S Criminal Code 18 U S C 1001 11 Contract Work Hours and Safety Standards Act i Overtime requirements No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one half times the basic rate of pay for all hours worked in excess of forty hours in such workweek ii Violation liability for unpaid wages liquidated damages In the event of any violation of the clause set forth in paragraph 11 1 of this section the contractor and any subcontractor responsible therefore shall be liable for the unpaid wages In addition such contractor and subcontractor shall be liable to the Unite
198. ion 1 Submit duplicate original signed document within ten 10 days after inspection and acceptance B Make final submittals within ten 10 days after Date of Substantial Completion prior to final request for payment C For items of work when acceptance is delayed materially beyond the Date of Substantial Completion provide up dated submittal within ten 10 days after acceptance listing the date of acceptance as the start of the warranty period SUBMITTALS REQUIRED A Submit warranties bonds service and maintenance contracts as specified in the Specifications PART 2 PRODUCTS Not Applicable PART 3 EXECUTION Not Applicable END OF SECTION krM Architecture Warranties and Bonds 01 7300 2 OONDOARWND SECTION 02 06 50 SELECTIVE BUILDING DEMOLITION PART 1 GENERAL RELATED DOCUMENTS Drawing and general provisions of Contract including General and Supplementary conditions and Division 1 Specification sections apply to work specified in this section DESCRIPTION OF WORK The extent of building demolition of the existing building is shown on drawings Generally portions of the existing building are to be demolished modified or removed to allow the new building construction and remodeling to occur Demolition includes complete or partial wrecking of structures portions of structures and removal and disposal of demolished materials as shown on drawings and herein specified Relationship and complete
199. ion with a subcontractor s bid to a Contractor the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein When so furnished the intent is that this Bond shall be construed as a statutory bond and not as a common law bond ADDITIONS AND DELETIONS The author of this document has added information needed for its completion The author may also have revised the text of the original AIA standard form An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text This document has important legal consequences Consultation with an attorney is encouraged with respect to its completion or modification Any singular reference to Contractor Surety Owner or other party shall be considered plural where applicable AIA Document A310 2010 Copyright 1963 19
200. irectly or indirectly to or on behalf of said from the full Contractor or Subcontractor weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person other than permissible deductions as defined in Regulations Part 3 29 C F R Subtitle A issued by the Secretary of Labor under the Copeland Act as amended 48 Stat 948 63 Stat 108 72 Stat 967 76 Stat 357 40 U S C 3145 and described below 2 That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract that the classifications set forth therein for each laborer or mechanic conform with the work he performed 3 That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training United States Department of Labor or if no such recognized agency exists in a State are registered with the Bureau of Apprenticeship and Training United States Department of Labor 4 That a WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS FUNDS OR PROGRAMS L1 in addition to the basic hourly wage rates paid to each laborer or mechan
201. isions 1 Purpose This part prescribes anti kickback regulations under section 2 of the Act of June 13 1934 as amended 40 U S C 276c popularly known as the Copeland Act This part applies to any contract which is subject to Federal wage standards and which is for the construction prosecution completion or repair of public buildings public works or buildings or works financed in whole or in part by loans or grants from the United States The part is intended to aid in the enforcement of the minimum wage provisions of the Davis Bacon Act and the various statutes dealing with federally assisted construction that contain similar minimum wage provisions including those provisions which are not subject to Reorganization Plan No 14 e g the College Housing Act of 1950 the Federal Water Pollution Control Act and the Housing Act of 1959 and in the enforcement of the overtime provisions of the Contract Work Hours Standards Act whenever they are applicable to construction work The part details the obligation of contractors and subcontractors relative to the weekly submission of statements regarding the wages paid on work covered thereby sets forth the circumstances and procedures governing the making of payroll deductions from the wages of those employed on such work and delineates the methods of payment permissible on such work 2 Weekly statement with respect to payment of wages a As used in this section the term employee sh
202. ist drying by dicing harrowing or pulverizing until moisture content is reduced to a satisfactory value BACKFILL AND FILL General Place acceptable soil material in layers to required sub grade elevations Except as noted below or on the drawings use satisfactory excavated or borrow material Under walks and pavements use sub base material or satisfactory excavated or borrow material or combination of both Under steps use sub base material Under building slabs use drainage fill material Under piping and conduit use sub base material where sub base is indicated under piping or conduit shape to fit bottom 90 deg of cylinder Backfill excavations as promptly as work permits but not until completion of the following Acceptance of construction below finish grade including where applicable damp proofing waterproofing and perimeter insulation Inspection testing approval and recording locations of underground utilities Removal of concrete formwork Removal of trash and debris Ground Surface Preparation Remove vegetation debris unsatisfactory soil materials obstructions and deleterious materials from ground surface prior to placement of fills Plow strip or break up sloped surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing surface When existing ground surface has a density less than that specified under Compaction for particular area classification break up groun
203. istrator or an authorized representative will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 day period that additional time is necessary D The wage rate including fringe benefits where appropriate determined pursuant to paragraphs a 1 ii B or C of this section shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification Page 1 of 6 Attachment E iii Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof iv If the contractor does not make payments to a trustee or other third person the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program Provided That the Secretary of Labor has found upon the written request of the contractor that the applicable standards of the Davis Bacon Act have been met The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program 2 Withhold
204. isturbed by subsequent construction operations or adverse weather scarify surface re shape and compact to required density prior to further construction Settling Where settling is measurable or observable at excavated areas during general project warranty period remove surface pavement lawn or other finish add backfill material compact and replace surface treatment Restore appearance quality and condition of surface or finish to match adjacent work and eliminate evidence of restoration to greatest extent possible DISPOSAL OF EXCESS AND WASTE MATERIALS All excess soil materials shall be removed from the site and deposited in approved dumping areas Remove excess excavated material trash debris and waste materials and dispose of it off Owner s property END OF SECTION 31 20 00 Earthwork 31 2000 7 SECTION 31 20 01 SITE USAGE PART 1 GENERAL The usage of this site is to be tightly controlled by the General Contractor GC It is important to environment of the surrounding community that the disruption caused by the construction is minimized to the greatest degree possible The Contractors and all Sub Contractors are to make every effort to take steps even beyond those listed in this specification section and elsewhere in this manual to ensure that the surrounding neighborhood remains safe quiet clean and in general minimally disrupted Tire cleaning All trucks leaving the site shall be checked for wheel and truck
205. it Construction Z shaped ties with ends bent 90 deg to provide hooks not less than 2 long Hot dipped galvanized finish Flexible Anchors Where flexible anchors are indicated for connecting masonry to structural framework provide 2 piece anchors as described below which permit vertical or horizontal differential movement between wall and framework parallel to but resist tension and compression forces perpendicular to plane of wall For Anchoring to Pre Cast Concrete Panels Pre Cast panel manufacturer is to imbed in the precast panel dovetail slots at 36 on center Anchors are to be triangular wire type described below with dovetail anchors to insert in the concrete panels Use units with adjustable 2 piece triangular wire ties where horizontal joints of facing wythe do not align with those of back up Bent Wire Ties Provide individual prefabricated bent wire units complying with requirements indicated below Wire Size 0 1875 diameter Two piece unit allowing vertical movement but resisting lateral movement Screw attach vertical piece to steel studs Length Provide units of length not less than that required for embedment into each wythe of 1 5 for solid units and for embedment of tie end into face shells of hollow units with not less than 5 8 mortar cover on exterior face joints 1 2 elsewhere Tie Shape for Hollow Masonry Units Laid with Cells Vertical Triangular Tie shape for Solid Masonry Unit Construction Z sha
206. ith all applicable standards orders or regulations issued pursuant to the Clean Air Act 42 U S C 7401 et seq and the Federal Water Pollution Control Act as amended 33 U S C 1251 et seq 7 Contractors who bid for an award of more than 100 000 must file with Telamon a certification of compliance with restrictions of the Byrd Anti Lobbying Amendment 31 U S C 1352 that it has not and will not use federally appropriated funds to pay any person or organization for influencing or attempting to influence a member of Congress officer or employee of Congress or an employee of a member of Congress in connection with obtaining any federal contract grant or other award covered by the amendment Contractors shall also disclose any lobbying with non Federal funds that takes place in connection with obtaining any Federal award 8 Contractors shall certify that they are not prohibited from receiving procurement awards pursuant to Executive Orders 12549 and 12689 Debarment and Suspension and do not appear on the General Services Administration s List of Parties Excluded from Federal Procurement or Nonprocurement Programs 9 Contractors shall provide a current Certificate of Insurance naming Telamon Corporation as an additional insured and which verifies general liability and Workers Compensation coverage In West Virginia in lieu of a Workers Compensation certificate of insurance a valid current Certificate of coverage from the WV Workers
207. ixer Travel Plant Bituminous Paver Bituminous Roller Buck Hoist Bull Dozer Cable Way Chicago Boom Clamshell Concrete Mixer 21 cu ft or over Concrete Paver Concrete Pump crete Crane Craneman Crusher Plant Derrick Derrick Boat Dinkey Dope Pots pipeline Dragline Dredge Operator Dredge Engineer Drill Operator Elevating Grader Elevator Ford Hoe or similar type equipment Forklift Formless Paver Gantry Crane Gradall Grademan Grout Pump Helicopter Crew Heterington Paver High Lift Hoist Hopto Hough Loader or similar type Hydro Crane Hydro Hammer Locomotive Crane Locomotive Mechanic Mobile Mixer Motor Crane Mucking Machine Multiple Tamping Machine rr Overhead Crane Pile Driver Pulls Push Dozer Push Boats Roller sheep http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 8 33 6 26 2014 www wdol g ovwdol scafiles davisbacon IN2 dvb v 9 foot Ross Carrier Scoop Shovel Side Boom Tail Boom Tar Machine pipeline Throttl Crane Trench Machine Welder heavy duty Concrete Pump Truck Mounted Drill Well Point Swing Crane Valve Tower Truck Mounted Whirleys Bull GROUP 2 Air Compressor up to 600 cu ft Brakeman Float Concrete Mixer over 10s and under 21s Concrete Spreader or Puddler Deck Engine Drill Helper Electic Vibrator Kompactor earth or r
208. ized and operated in accordance with Federal and State credit union statutes Any deduction voluntarily authorized by the employee for the making of contributions to governmental or quasi governmental agencies such as the American Red Cross Any deduction voluntarily authorized by the employee for the making of contributions to Community Chests United Givers Funds and similar charitable organizations Any deductions to pay regular union initiation fees and membership dues not including fines or special assessments Provided however That a collective bargaining agreement between the contractor or subcontractor and representatives of its employees provides for such deductions and the deductions are not otherwise prohibited by law Any deduction not more than for the reasonable cost of board lodging or other facilities meeting the requirements of section 3 m of the Fair Labor Standards Act of 1938 as amended and part 531 of this title When such a deduction is made the additional records required under Sec 516 25 a of this title shall be kept Page 2 of 4 Attachment D k Any deduction for the cost of safety equipment of nominal value purchased by the employee as his own property 5 for his personal protection in his work such as safety shoes safety glasses safety gloves and hard hats if such equipment is not required by law to be furnished by the employer if such deduction is not violative of the Fair Labor Stan
209. joining work for proper sequencing of each installation Ensure best possible weather resistance and durability of the work and protection of materials and finishes PART 2 PRODUCTS Finish Aluminum is to be finished on the interior and exterior with full strength Kynar 500 fluropon finish Product is to be a Duranar finish AAMA 605 2 92 ASCA 96 2 coat system including a primer coat and a color coat monochromatic as manufactured or licensed by PPG Indistries Inc The finish is to be only applied in a controlled interior environment by and applicator approved and licensed by PPG Industries inc Thickness is to be two coats minimum 1 2 mil dry film thickness krM Architecture Flashing and Sheet Metal 07 60 00 1 NO 2 ee Ce Cee Cee Ces Cee Cree Cee OCOANDARWNM OOONDARWONM NNN Wh 24 Color is to be chosen from the manufacturer s standard line of colors FLASHING AND SHEET METAL MATERIALS To be 22 gauge pre finished metal as described below ROOF AND WALL COPINGS On top of all wall systems there is to be a coping system fabricated of 22 gauge thick pre finished galvanized steel These copings are to be custom fabricated to fit all wall sections Units are to be formed with keeper hooks drip lips and expansion joints All expansion joints are to have internal concealed slip joints to allow expansion and contraction Slip joint liner is to be coated with same finish as coping Finish on coping is to be full stre
210. ked in services for start up of construction operations Obtain and pay for temporary easements required to bring temporary utilities to the project site where the Owner s permanent easement cannot be utilized for that purpose Temporary construction and support facilities required for the project include but are not limited to the following krM Architecture Temporary Facilities 01 50 00 1 OONDARWND Temporary heat Field offices and storage sheds Temporary roads and paving Sanitary facilities including drinking water Dewatering facilities and drains Temporary enclosures Hoists and temporary elevator use First aid station Project identification bulletin boards and signs Waste disposal services Rodent and pest control Construction aids and miscellaneous general services and facilities Alternate temporary services and facilities equivalent to those specified may be used subject to acceptance by the Architect Security and protection facilities and services required for the project include but are not limited to the following Temporary fire protection Barricades warning signs lights Sidewalk bridge or enclosure fence for the site Environmental protection Alternate security and protection methods or facilities equivalent to those specified may be used subject to acceptance by the Architect QUALITY ASSURANCE Regulations Comply with requirements of local laws and regulations governi
211. l counter flashing in reglets either by snap in seal arrangement or by wedging in place for anchorage and filling reglet with mastic or elastomeric sealant as indicated and depending on degree of sealant exposure Install elastic flashing in accordance with manufacturer s recommendations Where required provide for movement at joints by forming loops or bellows in width of flashing Locate cover or filler strips at joints to facilitate complete drainage of water from flashing Seam adjacent flashing sheets with adhesive seal and anchor edges in accordance with manufacturer s recommendation Nail flanges of expansion joint units to curb nailers at maximum spacing of 6 Fabricate seams at joints between units with minimum 3 overlap to form a continuous waterproof system CLEANING AND PROTECTION Clean exposed metal surfaces removing substances which might cause corrosion of metal or deterioration of finishes Protection Installer shall advise Contractor of required procedures for surveillance and protection of flashings and sheet metal work during construction to ensure that work will be without damage or deterioration other than natural weathering at time of substantial completion END OF SECTION krM Architecture Flashing and Sheet Metal 07 6000 3 OONDABRWND SECTION 07 90 00 JOINT SEALERS PART 1 GENERAL DESCRIPTION Work included The work includes the furnishing of all labor tool equipment and services necessa
212. lanation of Contract Documents will not be made by the Owner All such inquiries shall be made to the Construction Manager s office Bidders shall promptly notify the Owners representative Gordon Upchurch of any ambiguity inconsistency or error which they may discover upon examination of the Bidding Documents or of site and local conditions No oral telephone or telegraphic instruction for information shall be binding on the Owner Architect GC or Bidder unless confirmed by Addendum ADDENDA Any additional information required by the Bidders revisions in the Work changes or additions discrepancies in the Bidding Documents or clarifications will be in the form of Addenda written and issued by the Architect or Owner to all Prime Bidders of Record as of the date of such Addenda Instructions to Bidders and Terms of the Contract 00 10 00 1 OONDOARWND All Addenda issued prior to the time and date set for termination of bidding shall become a part of the Bidding Documents and Bidders shall list by number and date on the form or proposal all Addenda which have been received by him prior to submittal of his bid The lump sum proposal amount shall include all work described by all such Addenda It shall be the Bidder s responsibility to determine that he has received all Addenda since no extra costs will be allowed by failure of the Bidder to do so SUBSTITUTIONS AND APPROVALS DURING BIDDING Whenever products or materials are speci
213. late Shop Painting Apply shop primer to surfaces of metal fabrications except those which are galvanized or as indicated to be embedded in concrete or masonry unless otherwise indicated and in compliance with requirements of SSPC PA1 Paint Application Specification N o 1 for shop drawings Surface Preparation Prepare ferrous metal surfaces to comply with minimum requirements indicated below for SSPC surface preparation specifications and environmental exposure conditions of installed metal fabrications ROUGH HARDWARE Furnish bent or otherwise custom fabricated bolts plates anchors hangers dowels and other miscellaneous steel and iron shapes as required for framing and supporting woodwork and for anchoring or securing woodwork to concrete or other structures Straight bolts and other stock rough hardware items are specified in Division 6 sections krM Architecture Metal Fabrications 05 500 4 OONDABRWND Fabricate items to sizes shapes and dimensions required Furnish malleable iron washers for heads and nuts which bear on wood structural connections elsewhere furnish steel washers LOOSE BEARING AND LEVELING PLATES Provide loose bearing and leveling plates for steel items bearing on masonry or concrete construction made flat free from warps or twists and of required thickness and bearing area Drill plates to receive anchor bolts and for grouting as required Galvanize after fabrication LOOSE STEEL LINTEL
214. less otherwise indicated construct formwork for exposed concrete surfaces with plywood metal metal framed plywood faced or other acceptable panel type materials to provide continuous straight smooth exposed surfaces Furnish in largest practicable sizes to minimize number of joints and to conform to joint system shown on drawings Provide form material with sufficient thickness to withstand pressure of newly placed concrete without bow or deflection Use plywood complying with U S Product Standard PS 1 B B Concrete Form Plywood Class Exterior Grade or better mill oiled and edge sealed with each piece bearing legible inspection trademark Forms for Unexposed Finish Concrete Form concrete surfaces which will be unexposed in finished structure with plywood lumber metal or other acceptable material Provide lumber dressed on at least 2 edges and one side for tight fit Form Coatings Provide commercial formulation form coating compounds that will not bond with stain nor adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces REINFORCING MATERIALS Reinforcing Bars ASTM A 615 Grade 60 deformed Welded Wire Fabric ASTM A 185 welded steel wire fabric Supports for Reinforcement Provide supports for reinforcement including bolsters chairs spacers and other devices for spacing supporting and fastening reinforcing bars and welded wire fabric in place Use wire bar type supports com
215. library services or a matter of public safety Dust and dirt The Contractors shall control dust and dirt by whatever means are required to prevent air bone dust generated from earthwork operations masonry sawing or any other procedures In addition to precautions outlined elsewhere in this specification manual the Contractor shall maintain moist soil by watering during excavation periods and as krM Architecture Site Usage 31 20 01 1 required and use only wet masonry saw unless covered and approved by the Architect END OF SECTION 31 20 01 krM Architecture Site Usage 31 2001 2 SECTION 31 30 10 EXCAVATION AND BACKFILL PART 1 GENERAL 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 The provisions of the Notice to Bidders Instructions to Bidders Proposals General Conditions Supplementary Conditions Division 1 General Requirements and of Sections 26 01 00 and 26 05 00 are included as a part of this Section as though bound herein The following is supplemental to the requirements of Divisions 2 Site Work This Contractor and any Subcontractor shall do all the excavating of any materials encountered backfill cutting and patching as shown or as necessary for installation of underground wiring foundations and equipment in his contract Provide and maintain bracing shoring or sheathing necessary to support walls of excavations Trenches shall be opened in straight lines Exterior trenches shall ha
216. line and level with accurate angles and surfaces and straight sharp edges Ease exposed edges to a radius of approximately 1 32 unless krM Architecture Metal Fabrications 05500 3 OONDARWND otherwise indicated Form bent metal corners to smallest radius possible without causing g rain separation or otherwise impairing work Weld corners and seams continuously complying with AWS recommendations At exposed connections grind exposed welds smooth and flush to match and blend with adjoining surfaces Form exposed connections with hairline joints flush and smooth using concealed fasteners wherever possible Use exposed fasteners of type indicated or if not indicated Phillips flat head countersunk screws or bolts Provide for anchorage of type indicated coordinated with supporting structure Fabricate and space anchoring devices to provide adequate support for intended use Cut reinforce drill and tap miscellaneous metal work as indicated to receive finish hardware and similar items Galvanizing Provide a zinc coating for those items shown or specified to be galvanized as follows ASTM A 153 for galvanizing iron and steel hardware ASTM A 123 for galvanizing rolled pressed and forged steel shapes plates bars and strip 1 8 thick and heavier ASTM A 386 for galvanizing assembled steel products Fabricate joints which will be exposed to weather in a manner to exclude water or provide weep holes where water may accumu
217. loyer or representatives of employees or both for the purpose of providing either from principal or income or both medical or hospital care pensions or annuities on retirement death benefits compensation for injuries illness accidents sickness or disability or for insurance to provide any of the foregoing or unemployment benefits vacation pay savings accounts or similar payments for the benefit of employees their families and dependents Provided however That the following standards are met 1 The deduction is not otherwise prohibited by law 2 Itis either G Voluntarily consented to by the employee in writing and in advance of the period in which the work is to be done and such consent is not a condition either for the obtaining of or for the continuation of employment or Gi Provided for in a bona fide collective bargaining agreement between the contractor or subcontractor and representatives of its employees 3 No profit or other benefit is otherwise obtained directly or indirectly by the contractor or subcontractor or any affiliated person in the form of commission dividend or otherwise and 4 The deductions shall serve the convenience and interest of the employee Any deduction contributing toward the purchase of United States Defense Stamps and Bonds when voluntarily authorized by the employee Any deduction requested by the employee to enable him to repay loans to or to purchase shares in credit unions organ
218. lvanized steel Provide masonry lintels where shown and wherever openings of more than 1 0 for brick size units and 2 0 for block size units are shown without structural steel or other supporting lintels Provide precast or formed in place masonry lintels Cure precast lintels before handling and installation Temporarily support formed in place lintels For hollow concrete masonry unit walls use specially formed U shaped lintel units with reinforcement bars placed as shown filled with coarse grout Provide minimum bearing of 8 at each jamb unless otherwise indicated FLASHING OF MASONRY WORK General Provide concealed flashing in masonry work at or above shelf angles lintels ledges and other obstructions to the downward flow of water in the wall so as to divert such water to the exterior Prepare masonry surfaces smooth and free from projections which could puncture flashing Place through wall flashing on sloping bed of mortar and cover with mortar Seal penetrations in flashing with mastic before covering with mortar Extend flashings through exterior face of masonry and turn down to form drip Extend flashing the full length of lintels and shelf angles and minimum of 4 into masonry each end Extend flashing from exterior face of outer wythe of masonry through the outer wythe turned up a minimum of 4 and through the inner wythe to within 1 2 of the interior face of the wall in exposed work Where interior surface of inner w
219. m expansion joints of intermeshing hooked flanges not less than 1 deep filled with mastic sealant concealed within joints Sealant Joints Where movable non expansion type joints are indicated or required for proper performance of work form metal to provide for proper installation of elastomeric sealant in compliance with SMACNA standards krM Architecture Flashing and Sheet Metal 07 60 00 2 NO 2 ee Ce Cee Cee Crees Cee Cree Core OCOAONDARWNM OOONDAKRWNM NNMNMNNPD OORUN NN o N C2 C2 00 CO I D C5 I9 O o Co D AHRABHBHBRHRWWWWW O1 C00 OKoO00 O O1 Separations Provide for separation of metal from noncompatible metal or corrosive substrates by coating concealed surfaces at locations of contact with bituminous coating or other permanent separation as recommended by manufacturer fabricator PART 3 EXECUTION INSTALLATION REQUIREMENTS General Except as otherwise indicated comply with manufacture s installation instructions and recommendations and with SMACNA Architectural Sheet Metal Manual Anchor units of work securely in place by methods indicated providing for thermal expansion of metal units conceal fasteners where possible and set units true to line and level as indicated Install work with laps joints and seams which will be permanently watertight and weatherproof Bed flanges of work in a thick coat of bituminous roofing cement where required for waterproof performance Instal
220. maximum nor 1 2 in 40 or more For top surface of bearing walls do not exceed 1 8 between adjacent floor elements in 10 or 1 16 within width of a single unit Variation of Linear Building Line For position shown in plan and related portion of columns walls and partitions do not exceed 1 2 in any bay or 20 maximum nor 3 4 in 40 or more Variation in Cross Sectional Dimensions For columns and thickness of walls from dimensions shown do not exceed minus 1 4 nor plus 1 2 Variation in Mortar Joint Thickness Do not exceed bed joint thickness indicated by more than plus or minus 1 8 with a maximum thickness limited to 1 2 Do not exceed head joint thickness indicated by more than plus or minus 1 8 LAYING MASONRY WALLS Layout walls in advance for accurate spacing of surface bond patterns with uniform joint widths and to accurately locate openings movement type joints returns and krM Architecture Unit Masonry 04 20 00 11 OONDABRWDND offsets Avoid the use of less than half size units at corners jambs and wherever possible at other locations Lay up walls to comply with specified construction tolerances with courses accurately spaced and coordinated with other work Pattern Bond Lay exposed masonry in running bond with vertical joint in each course centered on units in courses above and below Lay concealed masonry with all units in a wythe in running bond or bonded by lapping not less than 2 Bond and int
221. mercial or residential ENGI0181 004 04 01 2013 BARTHOLOMEW COUNTY Rates Fringes Power equipment operators GROUP Ado ex e evene 29 98 T 9 90 GROUP B shes erste sede wisi Ye nie Ln c 21 85 T3490 POWER EQUIPMENT OPERATOR CLASSIFICATIONS GROUP A A frame winch truck articulating dump autograde CMI auto patrol ballast regulator RR batcher plant electrical control concrete bending machine pipe bituminous plant engineer bituminous plant bituminous mixer travel plant bituminous paver bituminous roller boring machine buck hoist bull dozer cable way Chicago boom chimney hoist clamshell concrete mixer 21 cu ft Or over concrete paver concrete pump crete construction elevator Allmac or similar creane creaneman crawler backhoe bcreawler high lift crusher plant derrick derrick boat dinkey directional boring machine dope pots pipeline double drum tugger electric or air dragline dredge operator dredg ngineer drill operator elevating grader extendable boom forklift formless paver gantry crane gator or similar type tiller gradeall grader grademan greaser on grease facility servicing heavy equipment G P S System on equipment within the classificaitons grout pump head greaser helicopter crew Hetherington paver hoist motorized gas or disel hydraulic crane ghdro blaster Industrial type forklift over 9 000 lbs laser concrete Screed
222. mmended by the sealant manufacturer Knowledge of whether the primer is staining or non staining should be obtained prior to application Joint Backing Preformed compressible resilient non waxing non extruding non staining strips or rod polyethylene urethane foam as recommended by sealant manufacturer Backing shall be of size and shape to suite the various conditions and shall be compatible with the sealant primers and substrates krM Architecture Sealants 07 9000 3 OONDARWND PART 3 EXECUTION Surface Conditions Joint surfaces to receive a sealant shall be sound clean dry and free of all visible contaminants Application of non visible coatings to surface of rabbet area prior to application of sealant shall be controlled by the Architect Contractor in consultation with sealant manufacturer Joint Size Joint size to be determined by Architect based upon building movement sealant capabilities and substrate requirements PREPARATION OF SURFACES Primer Thoroughly clean joints and apply primer if recommended by manufacturer to a dry surface Apply primer prior to installation of joint backer bond breaker or sealant Joint Backing In joints where the depth of the joint exceeds the required depth of the sealant install joint backing to provide backing and uniform depth of sealant Joint backing shall be installed with approximately 30 compression Do not stretch twist puncture or tear joint backing Butt joint
223. more than 5 years 6 for less than 5 years service http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 7 33 6 26 2014 www wdol g ov wdol scafiles davisbacon IN2 dvb v 9 ELEV0044 002 01 01 2014 ADAMS ALLEN DEKALB HUNTINGTON NOBLE STEUBEN WELLS and WHITLEY COUNTIE Rates Fringes ELEVATOR MECHANIC 44 06 26 785 atb PATD HOLIDAYS a New Year s Day Memorial Day Independence Day Labor Day Vetern s Day Thanksgiving Day the Friday after Thanksgiving and Christmas Day b Employer contributes 8 of regular hourly rate to vacation pay credit for employee who has worked in business more than 5 years 6 for less than 5 years service ENGIO103 001 06 01 2013 BENTON CARROLL CASS CLINTON GRANT HOWARD MIAMI TIPPECANOE TIPTON WABASH and WHITE COUNTIES Rates Fringes Power equipment operators GROUP lue EE eene rene 30 61 15 09 CROUP 2 5 est Seren a Ern E E Ree E 27 61 15 09 GROUP Siete E OEE E 26 04 15 09 GROUP A rere Ree E er nurum inris 22 34 15 09 POWER EQUIPMENT OPERATOR CLASSIFICATIONS GROUP 1 A Frame Winch Truck Air Compressors over 600 cu ft Air Tugger Autograde CMI Auto Patrol Backhoe Ballast Regulator RR Batcher Plant electricial control concrete Bending Machine pipe Bituminous Plant engineer Bituminous Plant Bituminous M
224. mp exterior Portable Water Pumps with Discharge up to three 3 inches or Like Treated Material excluding railroad material Asphalt Rakers and Lutemen Earth Compactors Jackmen and Sheetmen Working Ditches Depth Laborers Working Ditches Six 6 Feet in Depth or Deeper Assembly of Unicrete Pump Tile Layers sewer or field and Sewer Pipe Layers metallic or non metallic Motor Driven Wheelbarrows and Concrete Buggies Hyster Operators Pump Crete Assemblers Core Drill Operators Cement Lime or Silica Clay Handler bulk or bag Handling of Toxic Material Damaging to Clothing Pneumatic Spikers Deck Engine and Winch Operators Water Main and Cable Ducking metallic and non metallic Screed Man or Screw Operator on Asphalt Paver Chain Saw and Demolition Saw Operators Concrete Saw Concrete Conveyor Assemblers Applying of Curing Compound Sinking of Wellpoints Dewatering Header Systems GROUP 2 Plaster Tenders Mason Tenders Mortar Mixers expediters bottom men bell GROUP 3 Dynamite men Dril for explosives http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 elders acetylene or electric Cutting Torch or Burner Cement Nozzle Laborers Cement Gun Operators Scaffold Builders for Plasterers Scaffold Builders for Masons ater Blast Machine Operators Air Tool Operators and all Pneumatic Tool Operators Air and Electric Vibrators an
225. ms Overhead shall include the following Small tools incidentals supervision general office expense and all other expenses not included in cost If the net value of a change results in a credit from the Contractor the credit shall be the net cost without overhead or profit The cost as used herein shall include all items of labor materials and equipment Supplementary General Conditions 00 80 00 1 OONDOOARWND In order to facilitate checking of quotations for extras or credits all proposals except those so minor that their propriety can be seen by inspection shall be accompanied by a complete breakdown of costs including labor material and subcontracts Labor and material shall be marked up in the manner prescribed above Where major cost items are subcontracts they shall be broken down also In no case will a change involving over 600 be approved without such a breakdown ARTICLE 4 ADMINISTRATION OF THE CONTRACT RE 1 1 2 delete 3 on line 6 RE 1 1 2 Add a 1 1 2 1 This agreement will be amended to provide No Lien provisions RE 1 2 2 delete 1 2 2 in its entirety and replace with the following Execution of the contract by the Contractor is a representation that the contractor has visited the site become familiar with the local condition under which the construction is to be performed and the project constructed is aware of the possible problems inherent of the construction and the Project a
226. n and to obtain accurate alignment location grades level and plumb work in finished structures Provide for openings offsets sinkages keyways recesses moldings rustications reglets chamfers blocking screeds bulkheads anchorages and inserts and other features required in work Use selected materials to obtain required finishes Solidly butt joints and provide back up at joints to prevent leakage of cement paste Fabricate forms for easy removal without hammering or prying against concrete surfaces Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces Provide top forms for inclined surfaces where slope is too steep to place concrete with bottom forms only Kerf wood inserts for forming keyways reglets recesses and the like to prevent swelling and for easy removal Provide temporary openings where interior area of formwork is inaccessible for cleanout for inspection before concrete placement and for placement of concrete Securely brace temporary openings and set tightly to forms to prevent loss of concrete mortar Locate temporary openings on forms at inconspicuous locations Chamfer exposed corners and edges as indicated using wood metal PVC or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints Form Ties Factory fabricated adjustable length removable or snapoff metal form ties designed to prevent form deflection and to prevent spalling concrete su
227. n Application for Payment is received by the Architect not later than the day of a month the Owner shall make payment of the certified amount to the Contractor not later than the day ofthe month If an Application for Payment is received by the Architect after the application date fixed above payment shall be made by the Owner not later than days after the Architect receives the Application for Payment Federal state or local laws may require payment within a certain period of time 5 1 4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents The schedule of values shall allocate the entire Contract Sum among the various portions of the Work The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require This schedule unless objected to by the Architect shall be used as a basis for reviewing the Contractor s Applications for Payment AIA Document A101 2007 Copyright 1915 1918 1925 1937 1951 1958 1961 1963 1967 1974 1977 1987 1991 1997 and 2007 by The American Institute of Architects All rights reserved WARNING This AIA Document is protected by U S Copyright Law and International Treaties Unauthorized reproduction or distribution of this AIA Document or any portion of it may result in severe civil and criminal penalties and will be prosecu
228. n Section 4 c The rate paid and amount of cash paid in lieu of fringe benefits per hour should be entered in column 6 on the payroll See paragraph on Contractors who pay no fringe benefits for computation of overtime rate Column 7 Gross Amount Earned Enter gross amount earned on this project If part of the employees weekly wage was earned on projects other than the project described on this payroll enter in column 7 first the amount earned on the Federal or Federally assisted project and then the gross amount earned during the week on all projects thus 63 00 120 00 Column 8 Deductions Five columns are provided for showing deductions made If more than five deductions should be involved use first 4 columns show the balance deductions under Other column show actual total under Total Deductions column and in the attachment to the payroll describe the deduction contained in the Other column All deductions must be in accordance with the provisions of the Copeland Act Regulations 29 CFR Part 3 If the employee worked on other jobs in addition to this project show actual deductions from his weekly gross wage but indicate that deductions are based on his gross wages Column 9 Net Wages Paid for Week Self explanatory Totals Space has been left at the bottom of the columns so that totals may be shown if the contractor so desires Statement Required by Regulations Parts 3 and 5 While this form need not be notarized the stat
229. n the drawing the drawing shall take precedence ABV AFF above above finished floor access accessible access panel acoustical acoustical concrete masonry unit acoustical plaster acoustical panels acoustical tile addition adhesive adjacent adjustable aggregate air conditioning alternate aluminum anchor anchorage anchor bolt anodized approximate architect ural asbestos asphalt baked paint basement bearing beam or bench mark below between beveled bituminous or bitumen block blocking board both ways krM Architecture CAB CTSK Abbreviations cabinet carpet ed casement cast iron catch basin calk ing caulk ing ceiling cement cement plaster Portland ceramic ceramic tile chalkboard chamfer channel circle circumference clear ance closet column combination compress ed ion ible concrete concrete masonry unit connection construction construction joint continuous or continue contract or control joint copper corner guard corrugated counter counter flashing countersunk course s damp proofing 01 07 00 1 OONDARWND BOT bottom brick bronze building built up roofing detail diagonal diameter dimension dispenser ditto division door dovetail anchor dovetail anchor slot down downspout drain drain tile drawer drawing drinking fountain each each way electric al
230. nce or 2 Provided for in a bona fide collective bargaining agreement between the contractor or subcontractor and representatives of its employees and The deduction serves the convenience and interest of the employee Applications for the approval of the Secretary of Labor Any application for the making of payroll deductions under Sec 3 6 shall comply with the requirements prescribed in the following paragraphs of this section a b c d The application shall be in writing and shall be addressed to the Secretary of Labor The application need not identify the contract or contracts under which the work in question is to be performed Permission will be given for deductions on all current and future contracts of the applicant for a period of 1 year A renewal of permission to make such payroll deduction will be granted upon the submission of an application which makes reference to the original application recites the date of the Secretary of Labor s approval of such deductions states affirmatively that there is continued compliance with the standards set forth in the provisions of Sec 3 6 and specifies any conditions which have changed in regard to the payroll deductions The application shall state affirmatively that there is compliance with the standards set forth in the provisions of Sec 3 6 The affirmation shall be accompanied by a full statement of the facts indicating such compliance The application shall include a desc
231. nces compact with uniform levels or slopes between points where elevations are indicated or between such points and existing grades Grading Outside Building Lines Grade areas adjacent to building lines to drain away from structures and to prevent ponding Finish surfaces free from irregular surface changes and as follows Lawn or Unpaved Areas Finish areas to receive topsoil to within not more than 0 10 above or below required sub grade elevations Walks Shape surface of areas under walks to line grade and cross section with finish surface not more than 0 10 above or below required sub grade elevation Pavements Shape surface of areas under pavement to line grade and cross section with finish surface not more than 1 2 above or below required sub grade elevation Grading Surface of Fill Under Building Slabs Grade smooth and even free of voids compacted as specified and to required elevation Provide final grades within a tolerance of 1 2 when tested with a 10 straightedge Compaction After grading compact sub grade surfaces to the depth and indicated percentage of maximum or relative density for each area classification PAVEMENT SUB BASE COURSE General Sub base course consists of placing sub base material in layers of specified thickness over sub grade surface to support a pavement base course See other Division 2 sections for paving specifications Grade Control During construction maintain lines and grade
232. ncrete protection Arrange space and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations Set wire ties so ends are directed into concrete not toward exposed concrete surfaces Install welded wire fabric in all ground slabs or slabs on grade Lay in as long lengths as practicable Lap adjoining pieces at least one full mesh and lace splices with wire Offset end laps in adjacent widths to prevent continuous laps in either direction JOINTS Construction Joints Locate and install construction joints as indicated or if not indicated locate so as not to impair strength and appearance of the structure as acceptable to Architect Provide keyways at least 1 1 2 deep in construction joints in walls slabs and between walls and footings accepted bulkheads designed for this purpose may be used for slabs Place construction joints perpendicular to main reinforcement Continue reinforcement across construction joints Isolation Joints in Slabs on Ground Construct isolation joints in slabs on ground at points of contact between slabs on ground and vertical surfaces such as column pedestals foundation walls grade beams and elsewhere as indicated Joint filler and sealant materials are specified in Division 7 sections of these specifications Contraction Control Joints in Slabs on Ground Construct contraction joints in slabs on ground to form panels of patterns as shown or if not
233. nd construction excavations and subgrade construction sufficient to prevent flooding of the work by runoff of storm water from heavy rain storms TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES INSTALLATION General Provide a reasonably neat and uniform appearance in temporary construction and support facilities acceptable to the Architect and the Owner Locate field offices storage and fabrication sheds and other support facilities for easy access to the Work and approved by architect and owner Position offices so that windows give the best possible view of construction activities krM Architecture Temporary Facilities 01 5000 8 OONDARWND Except as otherwise indicated make the change over from use of temporary services and facilities to use of permanent services and facilities at the earliest feasible date at each portion of the building to minimize hazards and interferences with performance of the Work Maintain field offices storage and fabrication sheds temporary sanitary facilities waste collection and disposal systems and project identification and temporary signs until near substantial completion Immediately prior to substantial completion remove these facilities Personnel remaining at the site beyond substantial completion will be permitted to use certain permanent facilities under restricted use conditions acceptable to the Owner Provide trash barrels throughout the project Temporary Heat General Provide
234. nd correlated these observations with the requirements of the contract documents RE 1 2 4 Add paragraph as follows Should discrepancies appear among Contract documents contractor shall request interpretation in writing before proceeding with the work If contractor fails to make such request no excuse will thereafter be entertained for failure to carry out work in satisfactory manner Should conflict occur in or between drawings and specifications Contractor is deemed to have included the more expensive way of doing work in contractors bid unless Contractor shall have asked for and obtained written decision before submission of Contractor bid Proposal as to which method or material will be required RE 1 2 5 Add paragraph as follows When there is a conflict or discrepancy between a reference standard and the specifications the more stringent requirements shall apply RE 1 5 2 Delete in entirety and replace with the following Execution of the contract by the Contractor is a representation that the contractor has visited the site become familiar with the local condition under which the construction is to be performed and the project constructed is aware of the possible problems inherent of the construction and the Project and correlated these observations with the requirements of the contract documents Delete paragraph 4 2 11 Modify paragraph 4 2 12 to read Interpretations and decisions of the Architect will be consistent with
235. nd efficient operation of temporary services and facilities Submit copies of reports of tests inspections meter readings and similar procedures performed on temporary utilities before during and after performance of the work Submit copies of permits easements and similar documentation necessary for the installation use and operation of temporary utility services Reports and permits required for the use of temporary utility services and their use include but are not limited to the following Temporary heat Ventilation Temporary electric power and light JOB CONDITIONS General Provide each temporary service and facility ready for use at each location when the service or facility is first needed to avoid delay in performance of the work Maintain expand as required and modify temporary services and facilities as needed throughout the progress of the Work Do not remove until services or facilities are no longer needed or are replaced by the authorized use of completed permanent facilities With the establishment of the job progress schedule establish a schedule for the implementation and termination of service for each temporary utility At the earliest feasible time and when acceptable to the Owner and Architect change over from the use of temporary utility service to the use of the permanent service to enable removal of the temporary utility and to eliminate possible interference with completion of the work Conditions of Use
236. ner laborers cement gun operators plasterers machine operator Operators Air and Electric Vibrators Operators Asbestos removal Hazardous Boiler Setters Laborers bell men and Mason Tenders GROUP 3 for explosives PAINO047 003 06 01 2014 I BARTHOLOMEW BOONE MARION MONROE MORGAN AND SHELBY COUNTI Rates http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 hammer operator or deeper or field motor driven wheelbarrows and concrete buggies mortar mixers including expediters HAMILTON HANCOCK HENDRICKS ated material rakers and lutemen c tool operator air earth hes more than 6 feet assembly of sewer pipe core drill handlers handling of pneumatic spikers r main amp cable ducking t paver chain saw amp concrete conveyor assembler welders acetylene cement nozzle scaffold builders for scaffold builders for masons Air tool Operators and all Pnuematic Tool water blast and Chipping Hammer waste removal All bottom men Dynamite men drillers air track or wagon drilling JOHNSON E ES ES Fringes 21 33 6 26 2014 PAINTER PAIN0080 001 06 01 2014 UJ AND WARREN COUNTIES PAINTER PAINO0091 005 06 01 2014 FULTON COUNTY PAINTER Brush amp Roller Drywall Taping amp Finishing Vinyl Paper Hanging PAIN0460 002 06 01 2014 WHITE COUNTY Painters
237. ners Railroad Workers Masonry Wall Washers Portable Water pumps with discharge inches Flag amp Signal Person Waterproofing Handling of Creosot Lumber or like treated material excluding railroad material Asphalt Rakers and Lutemen Kettlemen Air Tool Operators Pneumatic Tool Operators Air and Electric Vibrators and Chipping Hammer Operators Earth Compactors Jackmen and Sheetmen working Ditches deeper than 6 ft in depth Laborers working in ditches 6 ft in Chain Saw and Sewer depth or deeper Assembly of Unicrete Pump and Demolition Saw Tile Layers sewer or field Pipe Layer metallic or non metallic Motor driven Wheelbarrows and Concrete Buggies Hyster Operators Pump Cret Pneumatic Assemblers Concrete Conveyor Assemblers Core Drill Operators Cement Lime or Silica Clay Handlers bulk or bag Handling of Toxic Materials damaging to clothing Spikers Deck Engine and Winch Operators Water Main and Cable Ducking metallic and non metallic Screed Man or Screw Operator on Asphalt Paver Asbestos Removal Hazardous Waste Removal GROUP 2 Plaster Tenders Mason Tenders Mortar Mixers elders Acetylene or electric Cutting Torch or Burner Cement Nozzle Laborers Cement Gun Operator Scaffold Builders when working for Plasterers and Masons Water http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 17 33 6 26 2014 www wdol g
238. ness of the drawings The demolition drawings are intended to show general scope of the items that need to be removed The omission of items from these drawings that could have inspected prior to bidding does not eliminate the requirement that the Contractors remove all components needed to facilitate the new and remodeled components of the building It is the Contractors responsibility to examine fully the site and building to fully understand the demolition items needed This is to include all shoring bracing and other means as required The contractors are to perform all demolition work required to allow the construction and remodeling to take place that is indicated or specified elsewhere in the plans or specifications Scope of the work Remove all building components as indicated on the plans and required to allow the new designs to be implemented SUBMITTALS Schedule Submit proposed methods and operations of building demolition to Architect for review prior to start of work Include in schedule coordination for shut off capping and continuation of utility services as required JOB CONDITIONS Conditions existing at time of inspection for bidding purposes will be maintained by Owner in so far as practicable However variations within structure may occur by Owner s removal and salvage operations prior to start of demolition work Partial Removal Items of salvageable value to Contractor may be removed from structure as work progress
239. ng construction and local industry standards in the installation and maintenance of temporary services and facilities including but not limited to the following Building Codes including local requirements for permits testing and inspection Health and safety regulations Utility company regulations and recommendations governing temporary utility services Police and Fire Department rules and recommendations Police and Rescue Squad recommendations Environmental protection regulations governing use of water and energy and the control of dust noise and other nuisances Standards Comply with the requirements of NFPA Code 241 Building Construction and Demolition Operations the ANSI A10 Series standards for Safety Requirements for krM Architecture Temporary Facilities 01 5000 2 OONDARWND Construction and Demolition and the NECA National Joint Guideline NJG 6 Temporary Job Utilities and Services Refer to Guidelines for Bid Conditions for Temporary Job Utilities and Services as prepared jointly by AGC and ASC for industry recommendations Inspections Inspect and test each service before placing temporary utilities in use Arrange for required inspections and tests by governing authorities and obtain required certifications and permits for use SUBMITTALS Reports and Permits During progress of the work submit copies of reports and permits required by governing authorities or necessary for installation a
240. ng into existing piping and encase entire wye with not less than 6 inches 150 mm of concrete with 28 day compressive strength of 3000 psi 20 7 MPa Make branch connections from side into existing piping NPS 21 DN 525 or larger or to underground manholes and structures by cutting into existing unit and creating an opening large enough to allow 3 inches 76 mm of concrete to be packed around entering connection Cut end of connection pipe passing through pipe or structure wall to conform to shape of and be flush with inside wall unless otherwise indicated On outside of pipe manhole or structure wall encase entering connection in 6 inches 150 mm of concrete for minimum length of 12 inches 300 mm to provide additional support of collar from connection to undisturbed ground a Use concrete that will attain a minimum 28 day compressive strength of 3000 psi 20 7 MPa unless otherwise indicated b Use epoxy bonding compound as interface between new and existing concrete and piping materials Protect existing piping manholes and structures to prevent concrete or debris from entering while making tap connections Remove debris or other extraneous material that may accumulate Connect to sediment interceptors specified in Division 2 Section Interceptors IDENTIFICATION Materials and their installation are specified in Division 2 Section Earthwork Arrange for installation of green warning tape directly over piping and at outsi
241. ng the construction project accompanied by a signed Statement of Compliance indicating that the payrolls are correct and complete and that each laborer or mechanic has been paid not less than the proper Davis Bacon prevailing wage rate for the work performed DOL and federal contracting agencies receiving this information review the information to determine that employees have received legally required wages and fringe benefits IINNINASAN CTP rr PTT a a Public Burden Statement We estimate that is will take an average of 55 minutes to complete this collection including time for reviewing instructions searching existing data sources gathering and maintaining the data needed and completing and reviewing the collection of information If you have any comments regarding these estimates or any other aspect of this collection including suggestions for reducing this burden send them to the Administrator Wage and Hour Division U S Department of Labor Room S3502 200 Constitution Avenue N W Washington D C 20210 over Date Name of Signatory Party Title do hereby state 1 That pay or supervise the payment of the persons employed by on the Contractor or Subcontractor that during the payroll period commencing on the Building or Work day of and ending the day of s all persons employed on said project have been paid the full weekly wages earned that no rebates have been or will be made either d
242. ngth fluropon finish such as Kynar Color as selected by architect Design unit to allow thermal expansion and contraction Method of this provision is to be indicated on the shop drawings Product to be as manufactured by e Hickman e Construction Specialties e M M Systems Corporation e Architectural Products Co Product to be equal to Hickman Permasnap FABRICATED UNITS General Metal Fabrication Shop fabricate work to greatest extent possible Comply with details shown and with applicable requirements of SMACNA Architectural Sheet Metal Manual and other recognized industry practices Fabricate for waterproof and weather resistant performance with expansion provisions for running work sufficient to permanently prevent leakage damage or deterioration of the work Form work to fit substrates Comply with material manufacturer instructions and recommendations for r forming material Form exposed sheet metal work without excessive oil canning buckling and tool marks true to line and levels indicated with exposed edges folded back to form hems Seams Fabricate nonmoving seams in sheet metal with flat lock seams For metal other than aluminum tin edges to be seamed form seams and solder Form aluminum seams with epoxy seam sealer rivet joints for additional strength where required Expansion Provisions Where lapped or bayonet type expansion provisions in work cannot be used or would not be sufficiently water weatherproof for
243. nical installation and appliances connected therewith shall comply with the Indiana Department of Fire Prevention and Building Safety regulations and local building code regulations and such statutory regulations pertaining to this type of work Such rules and regulations are to be considered part of these Specifications Instructions to Bidders and Terms of the Contract 00 10 00 3 OONDOOARWND NO DAMAGES FOR DELAYS If performance of work is delayed by the acts or omissions of the Owner Architect Engineer or by separate contractors or by other causes not within the contractors control Contractor shall be limited to an extension of the Contract Time which shall constitute the Contractor s sole and exclusive remedy by reason of such delay and contractor shall have no right to receive any additional compensation or damages as a result of any delays whatsoever COMPLIANCE Contractor is aware of is fully informed about and in full compliance with its obligations under existing applicable law and the regulations listed below a Davis Bacon Act 40 USC 276a to a07 as supplemented by Department of Labor regulations 29 CFR Part 5 b Copeland Anti Kickback Act 18 USC 874 as supplemented in Department of Labor regulations 29 CFR Part 3 c Contract Work Hours and Safety Standards Act Sections 103 and 107 40 USC 327 330 as supplemented by Department of Labor regulations 29 CFR Part 5 d Executive Order 11246 of September 14
244. ns below 9 1 1 The Agreement is this executed AIA Document A101 2007 Standard Form of Agreement Between Owner and Contractor 9 1 2 The General Conditions are AIA Document A201 2007 General Conditions of the Contract for Construction 9 1 3 The Supplementary and other Conditions of the Contract Document Title Date Pages 9 1 4 The Specifications Either list the Specifications here or refer to an exhibit attached to this Agreement Section Title Date Pages 9 1 5 The Drawings Either list the Drawings here or refer to an exhibit attached to this Agreement Number Title Date 9 1 6 The Addenda if any Number Date Pages Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9 9 1 7 Additional documents if any forming part of the Contract Documents AIA Document E20174 2007 Digital Data Protocol Exhibit if completed by the parties or the following 2 Other documents if any listed below List here any additional documents that are intended to form part of the Contract Documents AIA Document A201 2007 provides that bidding requirements such as advertisement or invitation to bid Instructions to Bidders sample forms and the Contractor s bid are not part of the Contract Documents AIA Document A101 2007 Copyright 1915 1918 1925 1937 1951 1958 1961 1963 1967 1974 1977
245. nt testing laboratory Payment for initial testing The Owner will pay for initial services of the testing laboratory as further described in this Section QUALITY ASSURANCE Qualifications of testing laboratory The testing laboratory will be qualified to the Owner s approval in accordance with ASTM E329 Codes and standards Testing when required will be in accordance with pertinent codes and regulations and with selected standards of the American Society for Testing and Materials PRODUCT HANDLING Promptly process and distribute required copies of test reports and related instructions to ensure necessary retesting and replacement of materials with the least possible delay in progress of the Work PAYMENT FOR TESTING Initial services The Owner will pay for initial testing services requested by Owner When initial test indicate non compliance with the Contract Documents the costs of initial test associated with the non compliance will be deducted by the Owner from the Contract Sum krM Architecture Testing Laboratory Services 01 41 00 1 NO 2 Sa ao oo i OCOANDARWNM OOONDARWNM NNMNNMNNDPD OORUN NN COON w C2 00 CO I D Co Io O o BRHRBHBARPHRHRHRHDHRWWWWWHO OOANDARWN DOOONDAA an O 01 0 0I O OBR WP Retesting When initial test indicate non compliance with the Contract Documents all subsequent retesting occasioned by the non compliance shall be performed by the same testing agency and the costs t
246. ntrated loads of 200 Ibf applied at any point in any direction Uniform load of 50 Ibf per linear ft applied simultaneously in both vertical and horizontal directions QUALITY ASSURANCE krM Architecture Metal Fabrications 05 50 0 1 OONDARWND Shop Assembly Preassemble items in shop to greatest extent possible to minimize field splicing and assembly Disassemble units only as necessary for shipping and handling limitations Clearly mark units for reassembly and coordinated installation SUBMITTALS Product Data Submit manufacturer s specifications anchor details and installation instructions for products used in miscellaneous metal fabrications including paint products and grout Shop Drawings Submit shop drawings for fabrication and erection of miscellaneous metal fabrications Include plans elevations and details of sections and connections Show anchorage and accessory items Provide templates for anchor and bolt installation by others Where materials or fabrications are indicated to comply with certain requirements for design loadings include structural computations material properties and other information needed for structural analysis Samples Submit 2 sets of representative samples of materials and finished products as may be requested by Architect PART 2 PRODUCTS MATERIALS Ferrous Metals Metal Surfaces General For fabrication of miscellaneous metal work which will be exposed to view use only materi
247. o Un 4 ULb2 HRAAHAAHAHHAA HW OMDANNABWNK OO Wan Cn Un CA CAL CA NnBWN Where existing utilities are to remain in place provide adequate means of protection during earthwork operations The Contractor shall locate and verify the location of all existing utilities prior to excavation The information on the site plans of existing utilities is not known to be accurate It is a reflection of information supplied by a variety of sources Should uncharted or incorrectly charted piping or other utilities be encountered during excavation consult utility owner immediately for directions Cooperate with the Owner and utility companies in keeping respective services and facilities in operation Repair damaged utilities to satisfaction of utility owner Provide minimum of 48 hour notice to Architect and receive written notice to proceed before interrupting any utility Use of Explosives The use of explosives is NOT permitted Protection of Persons and Property Barricade open excavations occurring as part of this work and post with warning lights Operate warning lights as recommended by authorities having jurisdiction Protect structures utilities sidewalks pavements and other facilities from damage caused by settlement lateral movement undermining washout and other hazards created by earthwork operations Perform excavation within drip line of large trees to remain by hand and protect the root system from damage or dry
248. o maintain concrete temperature at time of placement below 90 deg F 32 deg C Mixing water may be chilled or chopped ice may be used to control temperature provided water equivalent of ice is calculated to total amount of mixing water Use of liquid nitrogen to cool concrete is Contractor s option Cover reinforcing steel with water soaked burlap if it becomes too hot so that steel temperature will not exceed the ambient air temperature immediately before embedment in concrete Fog spray forms reinforcing steel and subgrade just before concrete is placed Use water reducing retarding admixture Type D when required by high temperatures low humidity or other adverse placing conditions SCHEDULE OF CONCRETE SURFACE FINISHING Interior Floor slabs Smooth Steel Trowel Finish Interior of basement walls to be finished as exposed to view concrete Exterior walks Light Broom Finish FINISH OF FORMED SURFACES Rough Form Finish For formed concrete surfaces not exposed to view in the finish work or by other construction unless otherwise indicated This is the concrete surface having texture imparted by form facing material used with tie holes and defective areas repaired and patched and fins and other projections exceeding 1 4 in height rubbed down or chipped off Smooth Finish For formed concrete surfaces exposed to view or that are to be covered with a coating material applied directly to concrete or a covering material a
249. o prevent intermingling with underlying subsoil or other objectionable material Stockpile topsoil in storage piles where deemed best by Contractor Stock pile no more topsoil than will be needed for completion at the end of the building Construct storage piles to freely drain surface water Cover storage piles if required to prevent wind blown dust Clearing and Grubbing Clear site of trees shrubs and other vegetation except for those indicated to be left standing Remove from site and dispose of Completely remove stumps roots and other debris protruding through ground surface Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated Place fill material in horizontal layers not exceeding 6 loose depth and thoroughly compact to a density equal to adjacent original ground Removal of Improvements Remove existing above grade and below grade improvements necessary to permit construction and other work as indicated krM Architecture SITE CLEARING 31 1000 2 Cc oOocoo 1o9gU I dU r 2 SS e NOB WN Abandonment or removal of certain underground pipe or conduits may be shown on mechanical or electrical drawings and is included under work of those sections Removal of abandoned underground piping or conduit interfering with construction is included under this section Pavement removal Remove all asphalt and concrete pavements on the si
250. ock Finishing Mach Gireman Greaser on grease facilities servicing heavy equipment Material Pump Motor Boats Motor Crane Oiler Portable Loader Post Hole Digger Power Broom Rock Roller Roller Wobble Whell earth or rock Spike Machine RR Seamen Tiller Spreader Rock Sub Grader Tamping Machine Truck Mounted Drill Oiler Welding Machine idener apsco or similar type i V ine GROUP 3 Air Compressor 210 cu ft amp over Bituminous Distributor Chair Cart Concrete Curing Machine Concrete Dope Pot Power Agitated Flex Plane Form Grader Jacks Hydraulic Power Driven Paving Joint Saw Hydrohammer Machine Post Hole Digger Track Jack Power Driven Tr Driver GROUP 4 Air Compressor u Bituminous Distributor Deck Hand Oiler Earth Roll Guardrail Driver Heater O Power Traffic Signals Stea JLG Lifts and Scissor L ENGI0O103 002 06 01 2013 m ELAWARE HAMILTON ELBY COUNTIES AACKFORD DI MARION and SH Power equipment operators GROUP 155 5e eR oie eee GROUP 32 crude eut er Eee GROUPS lt 8 T Eu ur UP REND ERN GROUP 74 2 5 2 eese ge aee ee Teu POWER EQUIPMENT OPERATOR CLAS GROUP 1 Air Compressor drivers Air Tugger Auto Boom Cat Boring Machine Machine Cherry Picker Concrete Mixer dual drum Crane with all attachments Derrick Ditching Machine when hoisting mate
251. ockers or similar equipment when used for transportation purposes pole trailers over six 6 wheels water pulls low boy trailers tandem axles quad axle or more no weight limitation diesel and or heavy equipment mechanics GROUP 5 Mechanic furnishing his own tools TEAMO364 002 06 01 2014 FULTON COUNTY Rates Fringes TRUCK DRIVER GROUP 15 usce ose deve peice Por endo Eyes 25 16 A B SRO Rr ror S Suse Gp EUD SERE ae S537 A B GROUP BA sie E aE as ALTUE ess 25 45 A B GROUB i6 tes rs ara i nea ele ees eus 26 03 A B za uv FOOTNOTI A HEALTH amp WELFARE 287 70 per week for each employ ENSION 61 20 per week for each employ U B HOLIDAYS New Year s Day Memorial Day Fourth of July http www wdol g ov wdol scafiles davisbacon IN2 dvb v 9 29 33 6 26 2014 Labor Day TRUCK DRIVI GROUP 1 Pick up Truc KS GROUP 2 Single Axle Trucks GROUP 3 Tandem GROUP 4 Semi trailer Trucks www wdol g ovwwdol scafiles davisbacon IN2 dvb v 9 Thanksgiving Day and Christmas Day ER CLASSIFICATIONS Tri axle and Fuel Trucks ADAMS ALL WHITLEY CO EN DEKALB UNTIE TEAMO414 001 07 01 2013 HUNTINGTON NOBLE STEUBEN WELLS AND Rates Fringes TRUCK DRIVER G OUp vlius dckutgcce ydy Eu wipe S 25472 586 20 WK GrOUp 2 5 93 y Rag 25 91 586 20 WK GEOUP
252. of HRWR to verified 2 3 slump concrete Other Concrete Not less than 4 CONCRETE MIXES Ready Mix Concrete Comply with requirements of ASTM C 94 and as herein specified During hot weather or under conditions contributing to rapid setting of concrete a shorter mixing time than specified in ASTM C 94 may be required When air temperature is between 85 deg F 30 deg C and 90 deg F 32 deg C reduce mixing and delivery time from 1 1 2 hours to 75 minutes and when air temperature is above 90 deg F 32 deg C reduce mixing and delivery time to 60 minutes PART 3 EXECUTION FLOOR SLAB FLATNESS All floor slabs shall have a flatness complying with floor flatness F curves The standards for the interior slabs of this building shall be as follows Minimum Flatness Ff F number 20 Minimum Levelness FI F number 17 See other division 3 specifications for other concrete slab requirements krM Architecture Concrete 03 3100 6 OONDARWND FORMS Design erect support brace and maintain formwork to support vertical and lateral loads that might be applied until such loads can be supported by concrete structure Construct formwork so concrete members and structures are of correct size shape alignment elevation and position Design formwork to be readily removable without impact shock or damage to cast in place concrete surfaces and adjacent materials Construct forms to sizes shapes lines and dimensions show
253. of in concealed masonry applications black in color and of thickness indicated below Thickness 40 mils Adhesive for Flashings Of type recommended by manufacturer of flashing material for use indicated Available Products Subject to compliance with requirements products which may be incorporated in the work include but are not limited to the following Vinyl Sheet Flashing Vi Seal Plastic Flashing Afco Products Inc BFG Vinyl Water Barrier B F Goodrich Co Nuflex Sandell Manufacturing Co Inc Wascoseal York Manufacturing Inc MISCELLANEOUS MASONRY ACCESSORIES krM Architecture Unit Masonry 04 20 00 8 OONDABRWDND Reinforcing Bars Deformed steel ASTM A 615 Grade 60 for bars No 3 to No 18 Premolded Control Joint Strips Material as indicated below designed to fit standard sash block and to maintain lateral stability in masonry wall size and configuration as indicated Styrene butadiene rubber compound complying with ASTM D 2000 Designation 2AA 805 Bond Breaker Strips Asphalt saturated organic roofing felt complying with ASTM D 226 Type No 25 asphalt felt Weepholes Provide the following for weepholes Cotton Cord Sash cord of length required to produce 2 exposure on exterior and 18 in cavity between wythes Reglets shall be as manufactured by Cheney or Fry Reget Reglet into masonry walls shall be Cheney type B or equal by Fry INSULATION Extruded Polystyrene Boar
254. of insulation of required thickness unless otherwise shown or required to make up total thickness INSTALLATION OF PERIMETER INSULATION Comply with waterproofing manufacturer s instructions for installation of insulation and protection boards Where waterproofing and insulation manufacturer s instructions conflict follow the more restrictive or complete instruction Protect top surface of horizontal insulation from damage during concrete work by application of protection board INSTALLATION OF GENERAL BUILDING INSULATION Apply insulation units to substrate by method complying with manufacturer s recommendations If no specific method is indicated bond units to substrate with adhesive or use mechanical anchorage to provide permanent placement and support of units Seal joints between closed cell non breathing insulation units by applying mastic or sealant to edges of each unit to form a tight seal as units are shoved into place Fill voids in completed installation with mastic or sealant INSTALLATION OF VAPOR RETARDERS General Extend vapor retarder to extremities of areas to be protected from vapor transmission Secure in place with adhesives or other anchorage system as indicated Extend vapor retarder to cover miscellaneous voids in insulated substrates including those which have been stuffed with loose fiber type insulation All exterior walls shall have vapor barriers applied over the inside of the wall studs Install vapor
255. oidable variations must be expected and describe or identify variations between units of each set Provide full set of optional samples where Architect s Engineer s selection is required Prepare samples to match Architect s Engineer s sample where so indicated Include information with each sample to show generic description source or product name and manufacturer limitations and compliance with standards Samples are submitted for review and confirmation of color pattern texture and kind by Architect Architect will not test samples except as otherwise indicated for compliance with other requirements which are therefore the exclusive responsibility of Contractor Submittal At Contractor s option provide preliminary submittal of a single set of samples for Architect s Engineer s review and Action Otherwise initial submittal is final submittal unless returned with Action which requires resubmittal Submit 3 sets of samples in final submittal one set will be returned Quality Control Set Maintain returned final set of samples at project site in suitable condition and available for quality control comparisons by Architect and by others Reusable Samples Returned samples which are intended or permitted to be incorporated in the work are so indicated in the individual work sections and must be in undamaged condition at time of use Mock Ups Mock ups and similar samples specified in individual work sections recognized as a sp
256. oils which will not exhibit a well defined moisture density relationship cohesionless soils Structures Building Slabs and Steps Pavements Compact top 12 of sub grade and each layer of backfill or fill material at 9096 maximum density for cohesive material or 9596 relative density for cohesionless material Lawn or Unpaved Areas Compact top 6 of sub grade and each layer of backfill or fill material at 8596 maximum density for cohesive soils and 9096 relative density for cohesionless soils Walkways Compact top 6 of sub grade and each layer of backfill or fill material at 90 maximum density for cohesive material or 95 relative density for cohesionless material Earthwork 312000 4 N e e cee e eel peel eee tl ae tl ee SOMANDMBWNR DOMADNABRWNR b2 b2 b2 B2 B2 02 P2 P2 oo 10 tA d UO LbP2 W O2 F2 Oo Q2 GW O9 Go UJ Lo O9 oo 10 UA 4 Ub 2 HRAAHAHHHAA HW OMDANNBWNK OO an Cc Cn Un CA Cn CA NnBWN Moisture Control Where sub grade or layer of soil material must be moisture conditioned before compaction uniformly apply water to surface of sub grade or layer of soil material to prevent free water appearing on surface during or subsequent to compaction operations Remove and replace or scarify and air dry soil material that is too wet to permit compaction to specified density Soil material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry Ass
257. on one step and designed to prevent lateral slippage off step Cast or anchor steps into sidewalls at 12 to 16 inch 300 to 400 mm intervals Omit steps if total depth from floor of manhole to finished grade is less than 60 inches 1500 mm 10 Adjusting Rings Interlocking HDPE rings with level or sloped edge in thickness and diameter matching manhole frame and cover and of height required to adjust manhole frame and cover to indicated elevation and slope Include sealant recommended by ring manufacturer 11 Grade Rings Reinforced concrete rings 6 to 9 inch 150 to 225 mm total thickness to match diameter of manhole frame and cover and height as required to adjust manhole frame and cover to indicated elevation and slope Manhole Frames and Covers 1 See drawings for specifications and manufacturers model numbers for casting lids and grates CONCRETE General Cast in place concrete according to ACI318 ACI 350 350R ACI 350M 350RM and the following Cement ASTM C 150 Type ll Fine Aggregate ASTM C 33 sand Coarse Aggregate ASTM C 33 crushed gravel Water Potable Eg Ic Portland Cement Design Mix 4000 psi 27 6 MPa minimum with 0 45 maximum water cementitious materials ratio 1 Reinforcing Fabric ASTM A 185 A 185M steel welded wire fabric plain 2 Reinforcing Bars ASTM A 615 A 615M Grade 60 420 MPa deformed steel Manhole Channels and Benches Factory or field formed from concrete Portland cem
258. one company to install temporary service to the project Provide service of the type and capacity indicated in other Division 1 sections Sewers and Drainage General If existing sewers are available for temporary drainage near the site prior to completion of permanent sewers provide temporary connections to remove effluent that can be lawfully discharged into the sewers If existing sewers cannot be used for discharged provide drainage ditches dry wells waste stabilization ponds and similar discharge facilities to remove effluent that can be lawfully discharged in that manner If neither existing sewers nor drainage facilities can be lawfully used for discharge of effluent provide containers to remove and dispose of effluent off the site in a lawful manner Before discharge of liquid wastes into sewers or drainage facilities filter out excessive amounts of soil construction debris chemicals oils and similar contaminants that might clog sewers or pollute waterways Provide temporary filter beds settlement tanks separators and similar devices to purify effluent to acceptable levels Connect temporary sewers to the municipal sewer systems in the manner directed by the sewer department officials Maintain temporary sewers and drainage facilities in a clean sanitary condition ready for maximum use Following heavy usage restore normal conditions promptly Provide and maintain temporary earthen embankments and similar barriers in and arou
259. onstruction Strike joints facing cavity flush Tie exterior wythe to back up with individual metal ties spaced not more than 18 o c vertically and 24 o c horizontally Stagger alternate courses Provide weep holes in exterior wythe of cavity wall located immediately above ledges and flashing spaced 2 0 o c unless otherwise indicated Cover cavity side of weep holes with copper or plastic insect screening before loose fill masonry insulation is placed in cavity CAVITY WALL AND MASONRY CELL INSULATION On units of plastic insulation install small pads of adhesive spaced approximately 1 O o c both ways on inside face Fit courses of insulation between wall ties and other confining obstructions in cavity with edges butted tightly both ways Press units firmly against inside wythe of masonry or other construction as shown Fill all cracks and open gaps in insulation with foamed in crack sealer compatible with insulation and masonry HORIZONTAL JOINT REINFORCEMENT General Provide continuous horizontal joint reinforcement as indicated Install longitudinal side rods in mortar for their entire length with a minimum cover of 5 8 on exterior side of walls 1 2 elsewhere Lap reinforcing minimum of 6 Cut or interrupt joint reinforcement at control and expansion joints unless otherwise indicated Reinforce walls with continuous horizontal joint reinforcing unless specifically to be omitted krM Architecture Unit Masonry 0
260. ontract documents for requirements of administrative submittals Definitions Work related submittals of this section are categorized for convenience as follows Shop drawings include specially prepared technical data for this project including drawings diagrams performance curves data sheets schedules templates patterns reports calculations instructions measurements and similar information not in standard printed form for general application to a range of similar projects Product data include standard printed information on materials products and systems not specially prepared for this project other than the designation of selections from among available choices printed therein Samples include both fabricated and un fabricated physical examples of materials products and units of work both as complete units and as smaller portions of units of work either for limited visual inspection or where indicated for more detailed testing and analysis Mock ups are a special form of samples which are too large or otherwise inconvenient for handling in specified manner for transmittal of sample submittals Miscellaneous submittals related directly to the work non administrative include warranties maintenance agreements workmanship bonds project photographs survey data and reports physical work records quality testing and certifying reports copies of industry standards record drawings field measurement data operating and maint
261. operation by power spray or roller in accordance with manufacturer s directions Recoat areas subjected to rainfall within 3 hours after initial application Maintain continuity of coating and repair damage during curing period Do not use membrane curing compounds on surfaces which are to be covered with coating material applied directly to concrete liquid floor hardener waterproofing dampproofing membrane roofing flooring such as ceramic or quarry tile glue down carpet painting and other coatings and finish materials unless otherwise acceptable to Architect Curing Formed Surfaces Cure formed concrete surfaces including undersides of beams supported slabs and other similar surfaces by moist curing with forms in place for full curing period or until forms are removed If forms are removed continue curing by methods specified above as applicable Curing Unformed Surfaces Cure unformed surfaces such as slabs floor topping and other flat surfaces by application of appropriate curing method Sealer and Dustproofer Apply a second coat of specified curing and sealing compound to entire concrete slab close to the time of building completion or prior to surfaces given a first coat This applies to any areas specified to sealed concrete finish on the room finish schedule krM Architecture Concrete 03 31 00 12 OONDABRWND MISCELLANEOUS CONCRETE ITEMS Filling In Fill in holes and openings left in concrete structures for pa
262. or class as original concrete Place compact and finish to blend with adjacent finished concrete Cure in same manner as adjacent concrete Repair isolated random cracks and single holes not over 1 in diameter by dry pack method Groove top of cracks and cut out holes to sound concrete and clean of dust dirt and loose compound Mix dry pack consisting of one part portland cement to 2 1 2 parts fine aggregate passing a No 16 mesh sieve using only enough water as required for handling and placing Place dry pack after bonding compound has dried Compact dry pack mixture in place and finish to match adjacent concrete Keep patched area continuously moist for not less than 72 hours Perform structural repairs with prior approval of Architect for method and procedure using specified epoxy adhesive and mortar Repair methods not specified above may be used subject to acceptance of Architect END OF SECTION krM Architecture Concrete 03 31 00 14 OONDABRWDND SECTION 04 20 00 Unit Masonry PART 1 GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section DESCRIPTION OF WORK Extent of each type of masonry work is indicated on drawings and schedule Types of masonry work required include Architectural Concrete Unit Masonry Masonry Insulation Masonry Waterproofing Masonry reinforcing and tie
263. or tempered glass enclosures where fixtures are exposed to breakage by construction operations Provide exterior fixtures where fixtures are exposed to the weather or moisture krM Architecture Temporary Facilities 01 5000 4 OONDARWDND Temporary Construction and Support Facilities Provide facilities that can be maintained properly throughout their use at the project site Heating Units Provide temporary heating units that have been tested and labeled by UL FM or another recognized trade association related to the fuel being consumed Temporary Offices and Similar Construction For temporary offices fabrication shops storage sheds and similar construction provide either standard prefabricated or mobile units or the equivalent job built construction Provide insulated weather tight units heated or air conditioned where indicated lockable entrances operable windows roofing foundations adequate for normal loading including wind loads serviceable finishes and mechanical and electrical equipment necessary to achieve ambient conditions indicated See other specification sections for more requirements Self Contained Toilet Units Provide single occupant self contained toilet units of the chemical aerated recirculation or combustion type properly vented and fully enclosed with a glass fiber reinforced polyester shell or similar non absorbent material Tarpaulins Provide waterproof fire resistant UL labeled tarpaulins wi
264. ordance with that determination In the event the Office of Apprenticeship Training Employer and Labor Services or a State Apprenticeship Agency recognized by the Office withdraws approval of an apprenticeship program the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved Page 3 of 6 Attachment E ii Trainees Except as provided in 29 CFR 5 16 trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval evidenced by formal certification by the U S Department of Labor Employment and Training Administration The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration Every trainee must be paid at not less than the rate specified in the approved program for the trainee s level of progress expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program If the trainee program does not mention fringe benefits trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division de
265. ot cast iron soil piping according to CISPI s Cast Iron Soil Pipe and Fittings Handbook 5 Install hubless cast iron soil piping according to CISPI 310 and CISPI s Cast Iron Soil Pipe and Fittings Handbook 6 Install ductile iron piping and special fittings according to AWWA C600 or AWWA M41 7 Install PE corrugated sewer piping according to ASTM D 2321 8 Install PVC sewer piping according to ASTM D 2321 and ASTM F 1668 9 Install nonreinforced concrete sewer piping according to ASTM C 1479 and ACPA s Concrete Pipe Installation Manual 10 Install reinforced concrete sewer piping according to ASTM C 1479 and ACPA s Concrete Pipe Installation Manual Install corrosion protection piping encasement over the following underground metal piping according to ASTM A 674 or AWWA C105 Hub and spigot cast iron soil pipe and fittings Hubless cast iron soil pipe and fittings Ductile iron pipe and fittings Expansion joints Sio TU PIPE JOINT CONSTRUCTION Join gravity flow nonpressure drainage piping according to the following krM Architecture STORM AND SANITARY DRAINAGE 31 4100 6 9 10 Join hub and spigot cast iron soil piping with gasketed joints according to CISPI s Cast Iron Soil Pipe and Fittings Handbook for compression joints Join hub and spigot cast iron soil piping with calked joints according to CISPI s Cast Iron Soil Pipe and Fittings Handbook for lead and oakum calked joints Join hubless cast i
266. other specification sections for additional information WITHHOLDING PAYMENTS The Owner may withhold from any payment otherwise due to the Contractor so much as may be necessary to protect the Owner and if it so elects may also withhold any amounts due from the Contractor to any subcontractors or material dealers for work performed or material furnished by them The foregoing provisions shall be construed solely for benefit of the Owner and will not Instructions to Bidders and Terms of the Contract 00 1000 6 OONDOARWDY require the Owner to determine or adjust any claims or disputes between the Contractor and his subcontractors or material dealers or to withhold any monies for their protection unless the Owner elects to do so The failure or refusal of the Owner to withhold any monies from the Contractor shall in no way impair the obligations of any surety or sureties under any bond or bonds furnished under this Contract BEHAVIOR ON OWNER PROPERTY a b moop cia m uj qo noo The General Contractor and each Subcontractor shall be responsible for enforcing the project work rules among their employees Any persons on the project found to be under the influence of drugs or alcohol shall be removed from the project immediately Tobacco products will not be permitted on the owner property Enforce strict discipline and good order among employees Labor shall be skilled in assigned task or trade Any harassment or frat
267. ough grading to elevations shown on the drawings Excavation for Mechanical Electrical Work Excavation and backfill required in conjunction with underground mechanical and electrical utilities and buried mechanical and electrical appurtenances is to be performed by the Contractor Their work shall comply with the standards set in this section Definition Excavation consists of removal of material encountered to sub grade elevations indicated and subsequent disposal of materials removed QUALITY ASSURANCE Codes and Standards Perform excavation work in compliance with applicable requirements of governing authorities having jurisdiction Testing and Inspection Service The Owner will engage soil testing and inspection service for quality control testing during earthwork operations JOB CONDITIONS Site Information Data on indicated subsurface conditions are not intended as representations or warranties of accuracy or continuity between soil bearings It is expressly understood that the Owner will not be responsible for interpretations or conclusions drawn there from by the Contractor Data are made available for convenience of the Contractor The Contractor at no cost to the Owner may make additional test borings and other exploratory operations Existing Utilities Earthwork 312000 1 N e e e e e e RR e DSOMANMBWNR DOMADMABRWNR b2 B2 P2 P2 B2 02 P2 P2 oo 10 tA 4d UO LbP2 W O2 F2 Oo QW WW O9 Go UJ Lo O9 oo 1
268. out to the greatest extent possible Maintain moist condition for root system and cover exposed roots with burlap Paint root cuts of 1 diameter and larger with emulsified asphalt tree paint PART 2 PRODUCTS SOIL MATERIALS Definitions Satisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GW GP GM SM SW and SP Unsatisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GC SC ML MH CL CH OL OH and PT Sub base Material Naturally or artificially graded mixture of natural or crushed gravel crushed stone crushed slag natural or crushed sand Drainage Fill Washed evenly graded mixture of crushed stone crushed or uncrushed gravel with 100 passing a 1 1 2 sieve and not more than 5 passing a No 4 sieve Backfill and Fill Materials Satisfactory soil materials free of clay rock or gravel larger than 2 in any dimension debris waste frozen materials vegetable and other deleterious matter Fill materials shall consist of new granular fill materials hauled in from off site material areas Contractor shall maintain separate stocks of topsoil and of subsoil PART 3 EXECUTION EXCAVATION Earthwork 31 2000 2 N e e e e Re e DSOMANDMBWNR DOMAVDNABRWNR b2 B2 B2 B2 B2 B2 P2 P2 oo 10 tA d UO P2 W O2 F2 Oo Q2 GW O9 GO UJ Go O9 oo 10 UA 4 ULb 2 HRAAHAHAHHAA HAW Wo00 1O0 UA 4 0 129 OO Wan
269. ovide sufficient illumination for safe work and traffic conditions in every area of work Temporary Service Install service and grounding in compliance with the National Electric Code NFPA 70 Include necessary meters transformers overload protected disconnect and main distribution switch gear Install electric power service underground except where overhead service must be used to avoid construction conflicts or to comply with governing regulations Connect temporary service to the local electric power company main in the manner directed by company officials Provide temporary service with an automatic ground fault interrupter feature activated from the circuits of the system Power Distribution System Provide circuits of adequate size and proper characteristics for each use In general run wiring overhead and rise vertically where wiring will be least exposed to damage from construction operations Provide rigid steel conduit or equivalent raceways for wiring which must be exposed on grade floors decks or other areas of possible damage or abuse Provide metal conduit tubing or armored cable for protection of temporary power wiring where exposed to possible damage during construction operations Where permitted by code wiring of circuits not exceeding 110 120 Volt 20 Amp rating and wiring of lighting circuits may be non metallic sheathed cable in areas where located overhead and exposed for surveillance Do not wire temporary ligh
270. ped ties with ends bent 90 deg to provide hooks not less than 2 long Flexible Anchors Where flexible anchors are indicated for connecting masonry to structural framework provide 2 piece anchors as described below which permit vertical or horizontal differential movement between wall and framework parallel to but resist tension and compression forces perpendicular to plane of wall krM Architecture Unit Masonry 04 20 00 7 OONDAKRWDND Hot dipped galvanized finish For anchorage to concrete block Provide manufacturer s standard anchors with dovetail anchor section formed from 0 1046 12 gage thick sheet metal and triangular shaped wire tie section sized to extend within 1 of masonry face Wire Size 0 1875 diameter Hot dipped galvanized finish Dovetail Slots Furnish dovetail slots with filler strips of slot size indicated fabricated from 0 0336 22 gage sheet metal Available Manufacturers Subject to compliance with requirements manufacturers offering products which may be incorporated in the work include but are not limited to the following AA Wire Products Co Dur O Wall Inc Heckman Building Products Inc Hohmann amp Barnard Inc Masonry Reinforcing Corp of America National Wire Products Corp CONCEALED FLASHING MATERIALS Vinyl Sheet Flashing Flexible sheet flashings especially formulated from virgin polyvinyl chloride with plasticizers and other modifiers to remain flexible and waterpro
271. place work judged by the Architect to be cut and patched in a visually unsatisfactory manner SUBMITTALS Procedural Proposal for Cutting and Patching Where prior approval of cutting and patching is required submit proposed procedures for this work well in advance of the time work will be performed and request approval to proceed Include the following information as applicable in the submittal Describe nature of the work and how it is to be performed indicating why cutting and patching cannot be avoided Describe anticipated results of the work in terms of changes to existing Work including structural operational and visual changes as well as other significant elements List utilities that will be disturbed or otherwise be affected by work including those that will be relocated and those that will be out of service temporarily Indicate how long utility service will be disrupted Approval by the Architect to proceed with cutting and patching work does not waive the Architect s right to later require complete removal and replacement of work found to be cut and patched in an unsatisfactory manner PART 2 PRODUCTS MATERIAL krM Architecture Cutting and Patching 01 04 50 2 OONDOARWND General Except as otherwise indicated or as directed by the Architect use materials for cutting and patching that are identical to existing materials If identical materials are not available or cannot be used use materials that match exis
272. plying with CRSI specifications unless otherwise acceptable For slabs on grade use supports with sand plates or horizontal runners where base material will not support chair legs For exposed to view concrete surfaces where legs of supports are in contact with forms provide supports with legs which are plastic protected CRSI Class or stainless steel protected CRSI Class Z CONCRETE MATERIALS e Portland Cement ASTM C 150 Type l unless otherwise acceptable to Architect krM Architecture Concrete 03 31 00 2 OONDARWND Use one brand of cement throughout project unless otherwise acceptable to Architect Fly Ash ASTM C 618 Type C or Type F Limit use of fly ash to not exceed 25 of cement content by weight Normal Weight Aggregates ASTM C 33 and as herein specified Provide aggregates from a single source for exposed concrete For exterior exposed surfaces do not use fine or course aggregates containing spalling causing deleterious substances All exterior concrete shall be mixed using only crushed limestone aggregate No gravel aggregate in exterior walks or walls exposed weather Local aggregates not complying with ASTM C 33 but which have shown by special test or actual service to produce concrete of adequate strength and durability may be used when acceptable to Architect Water Potable Air Entraining Admixture ASTM C 260 Available Products Subject to compliance with requirements products w
273. pplied directly to concrete such as waterproofing dampproofing painting or other krM Architecture Concrete 03 31 00 11 OONDARWND similar system This is as cast concrete surface obtained with selected form facing material arranged orderly and symmetrically with a minimum of seams Repair and patch defective areas with fins or other projections completely removed and smoothed Rub the concrete while still green with a cement sand water mixture to leave a smooth uniform color and finish CONCRETE CURING AND PROTECTION General Protect freshly placed concrete from premature drying and excessive cold or hot temperatures Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing Weather permitting keep continuously moist for not less than 7 days Begin final curing procedures immediately following initial curing and before concrete has dried Continue final curing for at least 7 days in accordance with ACI 301 procedures Avoid rapid drying at end of final curing period Curing Methods Perform curing of concrete by curing and sealing compound by moist curing by moisture retaining cover curing and by combinations thereof as herein specified Provide curing and sealing compound to interior slabs as follows Apply specified curing and sealing compound to concrete slabs as soon as final finishing operations are complete within 2 hours Apply uniformly in continuous
274. pt as otherwise indicated in individual work sections comply with requirements specified herein for each indicated category of submittal Provide and process intermediate submittals where required between initial and final similar to initial submittals Shop Drawings Provide newly prepared information in PDF file format to be e mailed to Architects office with graphic information at accurate scale except as otherwise indicated with name of preparer indicated firm name Show dimensions and not which are based on field measurement Identify materials and products in the work shown Indicate compliance with standards and special coordination requirements Do not allow shop drawing copies without appropriate final Action markings by Architect to be used in connection with the work See General Submittal Requirements for PDF file information Initial Submittal PDF file unless approved by architect prior to preparation If approval of hardcopy submittal 2 blue line or black line prints one will be returned Final Submittal PDF file unless approved by architect prior to preparation If approval of hardcopy submittal 3 prints plus 2 additional prints where required for maintenance manuals plus number of prints needed for distribution to others other than Architect 2 will be retained and remainder will be returned one of which is to be marked up and maintained by the Contractor as Record Document Product Data Collect required data in
275. r 1 2 yard Welder craft Backhoe A Frame Truck Bending Machine Power Driven Bituminous Mixer Bituminous Batcher Plant automatic dry batch m Bituminous Plant F n ngineer Boatman Bull Float Propelled Concrete Mixer 21 cu Concret Ditching Machine Drilling Machine Sp reader Power Driven Dinkey Ditching Machine less than 18 Finish Machine amp Bull Float Finishing Fireman Pile Driving and Boilers Fork Lift Masonry amp Material Hoist Material Gunite Machine Head Greaser L and or personnel 3 floors and under Mesh Depresser Mesh Placer P C C elt Placer Sheepsfoot Roller Base Paver Sel Se f Propel air compressor or boil under Type Tractor high 1 Ruller Asphalt stone amp sub base ler f Propelled Shop Mule Spreader or Lled Sub Grader Throttle valve with Tractor with Backhoe 1 2 yard amp lift farm type Tractor Industrial Tractor with Winch Well Points inch Trick GROUP 3 Distributor Saw Hydrohammer opr Air Compressor Chair Cart 210 cu ft amp over bituminous Concrete Curing Machine Concrete Dope Pot Power Agitated Flex Plane Form Grader 3 4 Roller Ear Tractor Farm Type GROUP 4 Mixer und Heater Oi Broom Pump Jacks Hydraulic Power Driven Minor Equipment or 5 Paving Joint Machine Post Hol
276. r better condition than before construction All pavement disturbed by the construction operation shall be restored including that caused by storage use and movement of construction materials construction equipment etc Where trenches are located across pavement the Contractor shall place stone in the trench immediately after backfill so as to maintain traffic and access The trench shall be thus maintained until such time as the pavement may be restored Concrete pavements sidewalks and curbs shall be replaced to the same thickness as the original pavement unless otherwise specified herein Concrete street pavement replacement shall be minimum thickness of nine 9 inches Edges of existing pavements sidewalks and curbs shall be neatly sawed in two 2 parallel lines straddling the trench Where such edge is closer than two 2 feet to an existing control joint the concrete shall be removed back to the joint and krM Architecture Excavating amp Backfill 31 3010 2 resulting panel poured monolithic Any reinforcing steel protruding into the trench cut shall be left intact to help reinforce the repair 1 19 The Contractor shall use high early strength concrete with a maximum slump of four 4 inches Water shall not be added at the job site The repair shall not be opened to traffic for seventy two 72 hours after initial set Concrete shall be covered with ethylene film or an approved non staining curing compound during the cure perio
277. r of such paving Where existing sidewalks drives and roadways must be cut they shall be saw cut in straight lines to present neat appearance when relaid At such locations the backfill medium shall be compacted crushed stone or approved equal from bottom of finished surface to bottom of the trench Where an open cut trench crosses a street alley driveway parking area or traveled roadway any of which have been paved with hot asphaltic concrete concrete or bituminous seal or when a trench parallels a roadway pavement and the centerline of the sewer is within six 6 feet of the edge of the pavement the trench shall be backfilled with granular material for the full length of the trench plus one foot on each end of the trench The shoulders of such backfill shall be sloped away along the length of the trench from the ends at the ratio of one and one half horizontally to one vertically Where an open trench is cut in a paved area as described above the trench shall immediately be surfaced with crushed stone Stone shall be kept up flush with the adjacent pavement and shall be of such a depth that there shall be a minimum of eight 8 inches of compacted No 53 crushed stone left in the trench below the final pavement thickness The Contractor shall restore damaged or removed pavements as herein specified All pavements concrete walks and improved surfaces such as crushed stone parking areas walks or drives shall be restored to as good as o
278. r to Cleanout ASTM A 74 Service class cast iron soil pipe and fittings Plastic Cleanouts 1 Description PVC body with PVC threaded plug Include PVC sewer pipe fitting and riser to cleanout of same material as sewer piping MANHOLES Standard Precast Concrete Manholes 1 Description ASTM C 478 ASTM C 478M precast reinforced concrete of depth indicated with provision for sealant joints 2 Diameter 48 inches 1200 mm minimum unless otherwise indicated 3 Ballast Increase thickness of precast concrete sections or add concrete to base section as required to prevent flotation 4 Base Section 6 inch 150 mm minimum thickness for floor slab and 4 inch 102 mm minimum thickness for walls and base riser section and separate base slab or base section with integral floor 5 Riser Sections 4 inch 102 mm minimum thickness and lengths to provide depth indicated 6 Top Section Eccentric cone type unless concentric cone or flat slab top type is indicated and top of cone of size that matches grade rings T Joint Sealant ASTM C 990 ASTM C 990M bitumen or butyl rubber 8 Resilient Pipe Connectors ASTM C 923 ASTM C 923M cast or fitted into manhole walls for each pipe connection krM Architecture STORM AND SANITARY DRAINAGE 31 4100 3 2 9 9 Steps Individual FRP steps or FRP ladder or deformed 1 2 inch 13 mm steel reinforcing rods encased in ASTM D 4101 PP wide enough to allow worker to place both feet
279. racts C Co execute submittals when so specified D Review submittals when so specified E Submit to Architect for transmittal to Owner SUBMITTAL REQUIREMENTS A Assemble warranties bonds and service and maintenance contracts executed by each of the respective manufacturers suppliers and subcontractors B Number of original copies required one 1 PDF each C Table of Contents Neatly typed in orderly sequence Provide complete information for each item Product or work item Firm with name of principal address and telephone number Scope Date of beginning of warranty bond or service and maintenance contract Duration Provide information for Owner s personnel Proper procedure in case of failure Instances which might affect the validity of warranty or bond Contractor name of responsible principal address and telephone number NTP DNAN FORM OF SUBMITTALS A Prepare in duplicate packets B Format PDF Digital format Size digital Fold larger sheets to fit into binders Cover Identify each packet with typed or printed title WARRANTIES AND 1 a 2 BONDS List a Title or Project b Name of Contractor C Binders Commercial quality three ring with durable and cleanable plastic covers TIME OF SUBMITTALS A For equipment or component parts or equipment put into service during krM Architecture Warranties and Bonds 01 73 00 1 OONDOOARWND progress of construct
280. rds are needed for proper performance of the Work the Contractor is required to obtain such copies directly from the publication source Although certain copies of standards needed for enforcement of the requirements may be required submittals the Architect Engineer reserves the right to require the Contractor to submit additional copies of these standards as necessary for enforcement of the requirements GOVERNING REGULATIONS AUTHORITIES General The procedure followed by the Architect has been to contact governing authorities where necessary to obtain information needed for the purpose of preparing contract documents recognizing that such information may or may not be of significance in relation to the Contractor s responsibilities for performing the Work Contact governing authorities directly for necessary information and decision having a bearing on performance of the Work This Project is to conform to the Building Laws of The State of Indiana and The United States of America Copies of Regulations Obtain copies of the following regulations and retain at the project site during the Contract Time available for reference by parties at the site who have a reasonable need for such reference Uniform Building Code and Indiana Amendments Uniform Mechanical Code and Indiana Amendments National Electrical Code and Indiana Amendments Uniform Plumbing Code and Indiana Amendments OSHA Regulations for site safety SUBMITTALS Permits L
281. registered program Any worker listed on a payroll at an apprentice wage rate who is not registered or otherwise employed as stated above shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed In addition any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed Where a contractor is performing construction on a project in a locality other than that in which its program is registered the ratios and wage rates expressed in percentages of the journeyman s hourly rate specified in the contractor s or subcontractor s registered program shall be observed Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice s level of progress expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program If the apprenticeship program does not specify fringe benefits apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification If the Administrator determines that a different practice prevails for the applicable apprentice classification fringes shall be paid in acc
282. repare his requisition for payment as of the last day of the month and submit it with the required number of copies to the Architect for approval The amount of the payment due the Contractor shall be determined by adding to the total value of work completed to date the value of materials properly stored on the site and deducting five percent 5 of the total amount to be retained until the project is 100 complete Material being billed for if not on project site will need to be accounted for by invoices location material stored and or photographs as requested by architect s office The total value of work completed to date shall be based on the estimated quantities of work completed to date on each item and the unit prices established in the COST BREAKDOWN and adjusted in accordance with the value of work completed to date on approved change orders Partial lien waivers shall be submitted with each pay application Monthly or partial payments made by the Owner to the Contractor are monies advanced for the purpose of assisting the Contractor to expedite the work of construction The Contractor shall be responsible for the care and protection of all materials and work upon which payments have been made until final acceptance of such work and materials by the Owner Such payments shall not constitute a waiver of the right of the Owner to require the fulfillment of all terms of the Contract and the delivery of all improvements embraced in this Contra
283. rfaces upon removal Unless otherwise indicated provide ties so portion remaining within concrete after removal is 1 inside concrete and will not leave holes larger than 1 diameter in concrete surface Provisions for Other Trades Provide openings in concrete formwork to accommodate work of other trades Determine size and location of openings recesses and chases from trades providing such items Accurately place and securely support items built into forms Cleaning and Tightening Thoroughly clean forms and adjacent surfaces to receive concrete Remove chips wood sawdust dirt or other debris just before concrete is krM Architecture Concrete 03 3100 7 OONDARWND placed Retighten forms and bracing after concrete placement is required to eliminate mortar leaks and maintain proper alignment PLACING REINFORCEMENT Comply with Concrete Reinforcing Steel Institute s recommended practice for Placing Reinforcing Bars for details and methods of reinforcement placement and supports and as herein specified Clean reinforcement of loose rust and mill scale earth ice and other materials which reduce or destroy bond with concrete Accurately position support and secure reinforcement against displacement by formwork construction or concrete placement operations Locate and support reinforcing by metal chairs runners bolsters spacers and hangers as required Place reinforcement to obtain at least minimum coverage for co
284. rial or http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 Cement Gun pressurizing shafts Bull Dozer Compactor Roller Earth Throttle Valve actor Farm Type Truck Crane nder 200 cu fr per min Concrete Saw Conveyor er Form Grader Generator iler Paving Joint Machine m Jenny Vibrator Water Pump ift or similar machine HANCOCK JAY JOHNSON MADISON Rates Fringes sens 8 32a SO 13 43 vies 31485 13 43 27 80 13 43 seus 20310 13 43 SIFICATIONS tunnels amp Back Filler Back Hoe Caisson Drilling with dozer blade Concrete plant Concrete Pump Patrol Crane Electric overhead 18 and over Dredge Elevators tools Fork Lift machinery 9 33 6 26 2014 Formless Paver compressor Grada Operator High Lift Front Personnel over 3 Fl Push Mucking Machine Cat GROUP 2 Paver Compactor or Tamper Self Ft or over Engine Machine Generator ll www wdol g ovwdol scafiles davisbacon IN2 dvb v 9 power for welders of Helicopter Helicopter Winch loors Panel End Loader Hoist Material and or Locomotive Mechanic on job site Board Concrete Plant Pile Driver Scoop amp Tractor Scraper Rubber Tired Mechanic in shop Concrete B Base Finish Machine Tractor with Spreader Tractor Mounted Straddle Carrier Ross Type Sub C M I or smiliar Tower Crane ove
285. ription of the proposed deduction the purpose to be served thereby and the classes of laborers or mechanics from whose wages the proposed deduction would be made The application shall state the name and business of any third person to whom any funds obtained from the proposed deductions are to be transmitted and the affiliation of such person if any with the applicant Page 3 of 4 Attachment D 7 Action by the Secretary of Labor upon applications The Secretary of Labor shall decide whether or not the requested deduction is permissible under provisions of Sec 3 6 and shall notify the applicant in writing of his decision 8 Prohibited payroll deductions Deductions not elsewhere provided for by this part and which are not found to be permissible under Sec 3 6 are prohibited 9 Methods of payment of wages The payment of wages shall be by cash negotiable instruments payable on demand or the additional forms of compensation for which deductions are permissible under this part No other methods of payment shall be recognized on work subject to the Copeland Act 10 Regulations part of contract All contracts made with respect to the construction prosecution completion or repair of any public building or public work or building or work financed in whole or in part by loans or grants from the United States covered by the regulations in this part shall expressly bind the contractor or subcontractor to comply with such of the
286. rnish one set Maintenance Operating Manuals See specification section related to this specific requirement Materials and Tools Refer to individual work sections for required quantities of spare parts extra and overrun stock maintenance tools and devices keys and similar physical units to be submitted General Distribution Provide additional distribution of submittals not included in foregoing copy submittal requirements to subcontractors suppliers fabricators installers governing authorities and others as necessary for proper performance of the work Include such additional copies in transmittal to Architect where required to receive Action marking before final distribution Record distributions on transmittal forms ACTION ON SUBMITTALS Architect s Engineer s Action Where action and return is required or requested Architect will review each submittal mark with Action and where possible return within 2 weeks of receipt Where submittal must be held for coordination Contractor will be so advised by A E without delay Action Stamp Architect s Engineer s action stamp for use on submittals to be returned to Contractor is self explanatory as marked PART 2 PRODUCTS not applicable PART 3 EXECUTION not applicable END OF SECTION krM Architecture Submittals 013400 4 OONDOABRWND SECTION 01370 SCHEDULE OF VALUES PART 1 GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract includ
287. roll covering the first week in which the employee works on the project The address need not be shown on subsequent weekly payrolls unless the address changes Column 2 Withholding Exemptions This column is merely inserted for the employer s convenience and is not a requirement of Regulations Part 3 and 5 Column 3 Work Classifications List classification descriptive of work actually performed by employees Consult classification and minimum wage schedule set forth in contract specifications If additional classifications are deemed necessary see Contracting Officer or Agency representative Employee may be shown as having worked in more than one classification provided accurate breakdown or hours so worked is maintained and shown on submitted payroll by use of separate entries Column 4 Hours worked On all contracts subject to the Contract Work Hours Standard Act enter as overtime hours worked in excess of 8 hours per day and 40 hours a week Column 5 Total Self explanatory Column 6 Rate of Pay including Fringe Benefits In straight time box list actual hourly rate paid the employee for straight time worked plus in cash in lieu of fringes paid the employee When recording the straight time hourly rate any cash paid in lieu of fringes may be shown separately from the basic rate thus 3 25 40 This is of assistance in correctly computing overtime See Fringe Benefits below In overtime box shown overtime hourly rate paid plus
288. ron soil piping according to CISPI 310 and CISPI s Cast Iron Soil Pipe and Fittings Handbook for hubless coupling joints Join ductile iron culvert piping according to AWWA C600 for push on joints Join ductile iron piping and special fittings according to AWWA C600 or AWWA M41 Join corrugated PE piping according to ASTM D 3212 for push on joints Join PVC corrugated sewer piping according to ASTM D 2321 for elastomeric seal joints Join nonreinforced concrete sewer piping according to ASTMC 14 ASTM C 14M and ACPA s Concrete Pipe Installation Manual for rubber gasketed joints Join reinforced concrete sewer piping according to ACPA s Concrete Pipe Installation Manual for rubber gasketed joints Join dissimilar pipe materials with nonpressure type flexible couplings 3 4 CLEANOUT INSTALLATION A Install cleanouts and riser extensions from sewer pipes to cleanouts at grade Use cast iron soil pipe fittings in sewer pipes at branches for cleanouts and cast iron soil pipe for riser extensions to cleanouts Install piping so cleanouts open in direction of flow in sewer pipe 1 2 3 Use Medium Duty top loading classification cleanouts in paved foot traffic areas Use Heavy Duty top loading classification cleanouts in vehicle traffic service areas B Set cleanout frames and covers in earth in cast in place concrete block 18 by 18 by 12 inches 450 by 450 by 300 mm deep Set with tops 1 inch 25 mm above surrounding ear
289. rs and other masonry construction to the full thickness shown Build single wythe walls if any to the actual thickness of the masonry units using units of nominal thickness indicated Build chases and recesses as shown or required for the work of other trades Provide not less than 8 of masonry between chase or recess and jamb of openings and between adjacent chases and recesses Leave openings for equipment to be installed before completion of masonry work After installation of equipment complete masonry work to match work immediately adjacent to the opening Cut masonry units using motor driven saws to provide clean sharp unchipped edges Cut units as required to provide continuous pattern and to fit adjoining work Use full size units without cutting where possible Use dry cutting saws to cut concrete masonry units CONSTRUCTION TOLERANCES Variation from Plumb For vertical lines and surfaces of columns walls and arrises do not exceed 1 4 in 10 or 3 8 in a story height not to exceed 20 nor 1 2 in 40 or more For external corners expansion joints control joints and other conspicuous lines do not exceed 1 4 in any story or 20 maximum nor 1 2 in 40 or more For vertical alignment of head joints do not exceed plus or minus 1 4 in 10 1 2 maximum Variation from Level For bed joints and lines of exposed lintels sills parapets horizontal grooves and other conspicuous lines do not exceed 1 4 in any bay or 20
290. rting single gate leaf or one leaf of a double gate installation for nominal gate widths as follows Leaf width Gate Post Ibs lin Ft 6 to 13 4 000 OD 9 11 Top middle and Bottom rails Manufacturers longest lengths with expansion type couplings approximately 6 long for each joint Provide means for attaching top rail securely to each gate corner pull and end post Fabric vertical span up to 6 1 66 OD pipe 2 27 lbs Per ft Fabric vertical span over 6 2 0 OD pipe 2 72 Ibs Per ft Wire Ties 9 ga Galvanized steel Post tops provide weathertight closure cap with loop to receive top rail one cap for each post except where flexible plastic pipe is indicated for cover top rail Stretcher Bars One Piece lengths equal to full height of fabric with minimum cross section of 3 16 x 34 Provide one stretcher bar for each gate and end post and 2 for each corner and pull post escept where fabric is integrally woven into post Stretcher Bar Bands Space not over 15 o c to secure stretcher bars to end corner pull and gate posts GATES Fabrication X Fabricate perimeter frames of gates from metal and finish to match fence framework Assemble gate frames by welding or with special fittings and rivets for rigid connections providing security against removal or breakage connections Provide horizontal and vertical members to ensure proper gate operation and attachment of fabric hardware and accessories Space
291. ruction of the Project will be under a single contract between the Owner and the General Contractor based on the bids received and combinations awarded BIDDER S REPRESENTATION Each bidder by making his bid represents that he has read and understands the bidding documents and the specification manual Each bidder by making his bid represents that he had visited the site and familiarized himself with the local conditions under which the work is to be performed He fully has analyzed the complex structural demolition and all other aspects of this project No additional costs of any type will be allowed by the failure of the Bidder to avail himself of the privilege of a complete and thorough on site inspection INCLUSION OF INCIDENTAL ITEMS Many of the items indicated in the plans and specifications are general in nature to describe the scope of the work performed It is the responsibility of The Contractors to supply all incidental material items and labor required to provide a complete properly functioning installation of each component and or system of the work described PRE BID CONFERENCE A pre bid conference will be held as described in the Notice to Bidders All bidding contractors sub contractors and suppliers are encouraged to attend this conference Bidders are not required Instructions to Bidders and Terms of the Contract 00 1000 2 OONDOARWND to attend this conference but are held responsible for any site conditions or
292. ry for and reasonably incidental to the execution of caulking and sealant work shown on the drawings or as specified Work to be caulked Areas listed below The following joints are to be caulked sealed whether or not they are detailed on the drawings Additional locations may be called for on the drawings 1 Perimeter of exterior openings where aluminum or steel frames meet exterior facade of building i e precast brick block or stone 2 Expansion and control joints in exterior surfaces of brick stone or masonry 3 Control and expansion joints in exterior surfaces of unit masonry walls 4 Coping joints and coping to facade joints 5 Cornice and wash or horizontal surface joints 6 Exterior joints in a horizontal wearing surface and walks one or two part polyurethane self leveling grade 7 Joints at top of non load bearing masonry walls at the underside of poured concrete 8 Joint between walks and building walls RELATED WORK SPECIFIED ELSEWHERE Sealing of metal channels and drop ceiling system Section 0951 1 Sealing of joints around attenuating drywall partitions Section 09250 Sealing of exterior and interior perimeters of all electrical and mechanical items which penetrates the facade of the building Division 15 and 16 krM Architecture Sealants 07 90 00 1 OONDARWND QUALITY ASSURANCE Use only qualified workmen thoroughly skilled and especially trained in the techniques of caulking who can demons
293. s Schedule of unit prices Submittal Schedule preliminary if not final List of Contractor s staff assignments List of Contractor s principal consultants 10 Copies of building permits 11 Copies of authorizations and licenses from governing authorities for performance of the Work 12 Initial progress report 13 Report of pre construction meeting 14 Certificates of insurance and insurance policies o 1o00i c0rn Application for Payment at Substantial Completion Following issuance of the Certificate of Substantial Completion submit an Application for Payment this application shall reflect any Certificates of Partial Substantial Completion issued previously for owner occupancy of designated portions of the Work Administrative actions and submittals that shall proceed or coincide with this application include 1 Occupancy permits and similar approvals 2 Warranties guarantees and maintenance agreements krM Architecture Application for payment 01 02 70 2 Test adjust balance records Maintenance instructions O amp M Manuals Record As Built Drawings Meter readings Start up performance reports Change over information related to Owner s occupancy use operation and maintenance 9 Final cleaning 10 Advice on shifting insurance coverages 11 Final progress photographs 12 List of incomplete Work recognized as exceptions to Architect s Certificate of Substantial Compl
294. s e e e e QUALITY ASSURANCE Single Source Responsibility for Masonry Units Obtain exposed masonry units of uniform texture and color or a uniform blend within the ranges accepted for these characteristics from one manufacturer for each different product required for each continuous surface or visually related surfaces Single Source Responsibility for Mortar Materials Obtain mortar ingredients of uniform quality including color for exposed masonry from one manufacturer for each cementitious component and from one source and producer for each aggregate Field Constructed Mock Ups none required SUBMITTALS Product Data Submit manufacturer s product data for each type of masonry unit accessory and other manufactured products including certifications that each type complies with specified requirements Shop Drawings Submit cutting drawings for stone showing sizes profiles and locations of each unit required Submit dimension profile and setting drawings for stone units Samples for Verification Purposes Submit the following samples Unit masonry samples for each type of exposed masonry unit required include in each set the full range of exposed color and texture to be expected in completed work krM Architecture Unit Masonry 04 20 00 1 OONDABRWDND Include size variation data verifying that actual range of sizes for brick falls within ASTM C 216 dimension tolerances for brick where modular dimensioning is ind
295. s ASTM A 74 Service class Gaskets ASTM C 564 rubber Calking Materials ASTM B 29 pure lead and oakum or hemp fiber SANITARY SEWER DRAIN PIPE 1 SDR 35 smooth plastic sewer pipe Gasketed connections HDPE PIPE AND FITTINGS Corrugated PE Drainage Pipe and Fittings NPS 3 to NPS 10 DN 80 to DN 250 AASHTO M 252M Type S with smooth waterway for coupling joints 1 Silttight Couplings PE sleeve with ASTM D 1056 Type 2 Class A Grade 2 gasket material that mates with tube and fittings 2 Soiltight Couplings AASHTO M 252M corrugated matching tube and fittings krM Architecture STORM AND SANITARY DRAINAGE 31 4100 2 2 5 2 6 2 7 2 8 PERIMETER FOUNDATION DRAIN PIPE Corrugated and perforated HDPE smooth wall plastic pipe Heavy duty Provide a geo tactile sock on the pipe NONPRESSURE TRANSITION COUPLINGS Comply with ASTM C 1173 elastomeric sleeve type reducing or transition coupling for joining underground nonpressure piping Include ends of same sizes as piping to be joined and corrosion resistant metal tension band and tightening mechanism on each end CLEANOUTS Cast lron Cleanouts 1 Description ASME A112 36 2M round gray iron housing with clamping device and round secured scoriated gray iron cover Include gray iron ferrule with inside calk or spigot connection and countersunk tapered thread brass closure plug 2 Top Loading Classification s Medium Duty 3 Sewer Pipe Fitting and Rise
296. s Action marking Package each submittal appropriately for transmittal and handling Submittals are to be delivered to the Architects office by means of e mail Files are to be PDF Portable Document File as created by Adobe Acrobat or like program format name of file should include spec section number and product name multiple pages within submittals should be in one file Each submittal should be e mailed in separate e mails with project name and file name in the subject line Size of file should be of a manageable size that can be transmitted easily by email E mail address will be provided by Architects office after award of project Contractor should notify architect prior to preparing of submittals with sheets larger than 11 x17 if PDF files may not be easily created for consideration of hardcopy submittal Submittals which are received from sources other than through Contractor s office or submitted in forms other than PDF files without prior approval will be returned by Architect without action Transmittal Form Prepare a draft of special transmittal form for project and submit to Architect for acceptance Provide places to indicate project date To From names of subcontractors suppliers manufacturers required references category and type of submittal purpose description distribution record for both transmittal and submittals and signature of transmitter SPECIFIC CATEGORY SUBMITTAL REQUIREMENTS General Exce
297. s Article 4 5 may be extended by mutual agreement 16 6 During arbitration proceedings the Owner and Contractor shall comply with Subparagraph 3 7 4 16 7 No arbitration arising out of or relating to the Contract Documents shall include by consolidation or joinder or in any other manner the Architect the Architect s employees or consultants except by written consent containing specific reference to the Agreement and signed by the Architect Owner Contractor owner s consulting architect and any other person or entity sought to be joined No arbitration shall include by consolidation or joinder or in any other manner parties other than the Owner Contractor a separate contractor as described in Article 6 and other persons substantially involved in a common question of fact or law whose presence is required if complete relief is to be accorded in arbitration No person or entity other than the Owner Contractor or a separate contractor as described in Article 6 shall be included as an original third party or additional third party to an arbitration whose interest or responsibility is insubstantial Consent to arbitration involving an additional person or entity shall not constitute consent to arbitration of a dispute not described therein or with a person or entity not named or described therein The foregoing agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to by parties to the Agreement shall
298. s including crown and cross slope of sub base course Placing place sub base course material on prepared sub grade in layers of uniform thickness conforming to indicate cross section and thickness Maintain optimum moisture content for compacting sub base material during placement operations When a compacted sub base course is shown to be 6 thick or less place material in a single layer When shown to be more than 6 thick place material in equal layers except no single layer more than 6 or less than 3 in thickness when compacted BUILDING SLAB DRAINAGE COURSE General Drainage course consists of placement of drainage fill material in layers of indicated thickness over sub grade surface to support concrete building slabs Earthwork 312000 6 N e RR RS SOMANDMBWNR DOMAVDNABRWNR b2 b2 B2 P2 B2 B2 P2 P2 oo 10 tA 4j ULP W O2 F2 Oo Q2 GW O9 Go UJ U2 O9 oo 10 Un 4 Ub 2 HRAAHAHHHAA HW OMDANNBKWNK OO Wan Cn Un CA CUAL CA NnBWN Placing Place drainage fill material on prepared sub grade in layers of uniform thickness conforming to indicate cross section and thickness Maintain optimum moisture content for compacting material during placement operations When a compacted drainage course is shown to be 6 thick or less place material in a single layer When shown to be more than 6 thick place material in equal layers except no single layer more than 6 or less than 3 in thickness when compacte
299. specified and where these standards establish different or conflicting requirements for minimum quantities or quality levels the most stringent requirement will be enforced unless the contract documents specifically indicate a less stringent requirement Refer requirements that are different but apparently equal and uncertainties as to which quality level is more stringent to the Architect for a decision before proceeding Minimum Quantities or Quality Levels In every instance the quantity or quality level shown or specified in intended to be the minimum for the work to be provided or performed Unless otherwise indicated the actual work may either comply exactly with in specified tolerances with the minimum quantity or quality specified or may exceed that minimum within reasonable limits In complying with requirements the indicated numeric values are either minimum or maximum values as notes or as appropriate for the context of the requirements Refer instances of uncertainty to the Architect for decision before proceeding Copies of Standards The contract documents require that each entity performing work be experienced in that part of the work being performed Each entity is also required to krM Architecture Definitions and Standards 01 09 00 3 OONDARWND be familiar with industry standards applicable to that part of the work Copies of applicable standards are not bound with the contract documents Where copies of standa
300. spection by the contracting officer or his authorized representative and by authorized representatives of the Department of Labor Reporting and recordkeeping requirements in paragraph b have been approved by the Office of Management and Budget under control number 1215 0017 Payroll deductions permissible without application to or approval of the Secretary of Labor Deductions made under the circumstances or in the situations described in the paragraphs of this section may be made without application to and approval of the Secretary of Labor a b c d e g h G Any deduction made in compliance with the requirements of Federal State or local law such as Federal or State withholding income taxes and Federal social security taxes Any deduction of sums previously paid to the employee as a bona fide prepayment of wages when such prepayment is made without discount or interest A bona fide prepayment of wages is considered to have been made only when cash or its equivalent has been advanced to the person employed in such manner as to give him complete freedom of disposition of the advanced funds Any deduction of amounts required by court process to be paid to another unless the deduction is in favor of the contractor subcontractor or any affiliated person or when collusion or collaboration exists Any deduction constituting a contribution on behalf of the person employed to funds established by the emp
301. ssage of work by other trades unless otherwise shown or directed after work of other trades is in place Mix place and cure concrete as herein specified to blend with in place construction Provide other miscellaneous concrete filling shown or required to complete work Curbs Provide monolithic finish to interior curbs by stripping forms while concrete is still green and steel troweling surfaces to a hard dense finish with corners intersections and terminations slightly rounded Reinforced Masonry Provide concrete grout for reinforced masonry lintels and bond beams where indicated on drawings and as scheduled Maintain accurate location of reinforcing steel during concrete placement Grout is to be high slump mix with the aggregate being made of pea gravel for easy transportability The grout strength shall be a minimum of 3 000 psi CONCRETE SURFACE REPAIRS Patching Defective Areas Repair and patch defective areas with cement mortar immediately after removal of forms when acceptable to Architect Cut out honeycomb rock pockets voids over 1 4 in any dimension and holes left by tie rods and bolts down to solid concrete but in no case to a depth of less than 1 Make edges of cuts perpendicular to the concrete surface Thoroughly clean dampen with water and brush coat the area to be patched with specified bonding agent Place patching mortar after bonding compound has dried For exposed to view surfaces blend white portland cem
302. stallation and concealment Protect against ignition at all times Do not deliver plastic insulating materials to project site ahead of installation time Complete installation and concealment of plastic materials as rapidly as possible in each area of work PART 2 PRODUCTS ACCEPTABLE MANUFACTURERS Manufacturers Subject to compliance with requirements provide products of one of the following Manufacturers of Extruded Polystyrene Board Insulation Amoco Foam Products Co Dow Chemical U S A Minnesota Diversified Products Inc UC Industries Manufacturers of Glass Fiber Insulation CertainTeed Corp Knauf Fiber Glass GmbH Manville Corp Owens Corning Fiberglas Corp Manufacturers of Air infiltration barriers Dupont Reemar Amoco INSULATING MATERIALS General Provide insulting materials which comply with requirements indicated for materials compliance with referenced standards and other characteristics krM Architecture Insulation 07 2000 2 e o 1o001 cnm Performed Units Sizes to fit applications indicated selected from manufacturer s standard thicknesses widths and lengths Extruded Polystyrene Board Insulation Rigid cellular thermal insulation with closed cells and integral high density skin formed by the expansion of polystyrene base resin in an extrusion process to comply with ASTM C 518 for Type indicated with 5 year aged r values of 5 4 and 5 at 40 and 75 deg F 4 4 and 23 9 deg C respec
303. t for joints less than 1 4 use aggregate graded with 100 passing the No 16 sieve White Mortar Aggregates Natural white sand or ground white stone Aggregate for Grout ASTM C 404 Water Clean and potable WATER REPELLENT SOLUTION The water repellent solution shall be a siloxane based penetrating sealer designed specifically for the treatment of masonry materials The product shall Allow masonry to maintain breathability Provide deep penetrating pore action Sealer shall not alter the appearance of the brick Be applied with a low pressure airless sprayer Acceptable products for water repellent Euco Weather guard by Euclid Chemical Company Chemtrete by Dynamit Nobel Tamms SMS 250 Hydrozo Warranty Waterepelancy shall be warranted in writing by the manufacturer for a period of not less than 10 years This warranty is to be delivered to the Owner prior to final payment PART 3 EXECUTION INSTALLATION GENERAL Wetting Clay Brick Wet brick made from clay or shale which have ASTM C 67 initial rates of absorption Suction if more than 30 grams per 30 sq in per minute Use wetting methods which ensure each clay masonry unit being nearly saturated but surface dry when laid Do not wet concrete masonry units krM Architecture Unit Masonry 04 20 00 10 OONDABRWDND Cleaning Reinforcing Before placing remove loose rust ice and other coatings from reinforcing Thickness Build cavity and composite walls floo
304. tair systems and similar categories of work Structural concrete Foundation construction Structural decking Piping ductwork vessels and equipment Operational and Safety Limitations Do not cut and patch operational elements or safety related components in a manner that would result in a reduction of their capacity to perform in the manner intended including energy performance or that would result in increased maintenance or decreased operational life or decreased safety Before cutting and patching the following elements of work and similar work elements where directed obtain the Architect approval to proceed with cutting and patching as proposed in the proposal for cutting and patching Control communication conveying and electrical wiring systems Be particularly careful working around spray on fireproofing Repair all that is disturbed CUTTING AND PATCHING OF FINISHED SURFACES Evaluate the areas to be cut to allow new construction to be implemented Provide all material and labor to cut and patch back to finished condition as required to match the finishes intended for the general area Visual Requirements Do not cut and patch work exposed on the building s exterior or in it s occupied spaces in a manner that would in the Architect s opinion result in lessening the building s aesthetic qualities Do not cut and patch work in an manner that would result in substantial visual evidence of cut and patch work Remove and re
305. te entirely and dispose of This includes removal of all base and sub base materials Remove all curbs drainage structures bases and other items on site DISPOSAL OF WASTE MATERIALS Removal from Owner s Property Remove waste materials and unsuitable and excess topsoil from Owner s property and dispose of off site in legal manner END OF SECTION krM Architecture SITE CLEARING 311000 3 N e e e ee RR Se DOMANDMBWNR DODMAVDMABRWNR b2 b2 B2 P2 B2 02 P2 P2 o0 10 tA d UO LbP2 W O2 N Oo Q2 GW O9 GO UJ Lo O9 MANNBWYN HRAAHAHHHAA HW OMDANNBKWNK OO Wan Un A V Un RUP SECTION 31 20 00 EARTHWORK PART 1 GENERAL RELATED DOCUMENTS Drawing and general provisions of the Contract including General and Supplementary Conditions and Division 1 Specification sections apply to work of this section DESCRIPTION OF WORK Extent of earthwork is indicated on drawings and includes but is not limited to Excavation of the site to footing elevations shown on the drawings Hauling and off site removal of excess top soil and subsoil Preparation of sub grade for building slabs walks and pavements Drainage fill for the support of floor slabs and drainage fill above the waterproofing assembly Purchasing and placing fill as required for proper elevations under buildings slabs etc Backfilling at exterior walls and of trenches within building lines Replacement of subsoil and topsoil above the building and r
306. ted to the maximum extent possible under the law This document was produced by AIA software at 14 30 26 on 02 28 2011 under Order No 1462094857 1 which expires on 08 23 2011 and is not for resale User Notes 726230852 Init 5 1 5 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment 5 1 6 Subject to other provisions of the Contract Documents the amount of each progress payment shall be computed as follows Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedule of values less retainage of percent Pending final determination of cost to the Owner of changes in the Work amounts not in dispute shall be included as provided in Section 7 3 9 of AIA Document A201 2007 General Conditions of the Contract for Construction Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction or if approved in advance by the Owner suitably stored off the site at a location agreed upon in writing less retainage of percent Subtract the aggregate of previous payments made by the Owner and 4 Subtract amounts if
307. teer Machine fork Valve Track Jack Power Driven masonry Tracto GROUP 4 divers Air Compressor pressurizing Air Compressor over 210 cu Generators Oiler Operating Broom Truck Crane Driver 2 or more Conveyor Power amps ENGI0150 017 06 01 2013 G ULTON and NOBLE COUNTTI Lr Rates Power equipment operators http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 Jacks Hydraulic Power Driven nachine Mounted lift and trasporting with Air Compressor ard amp under Tractor l Type Tractor with r Cart Concrete Cuting ower Agitated Flex Form Grader Paving Joint Roller Earth Throttle r Farm Type shafts tunnels and ft Concrete Saw minor equipment Welding Machines over 300 Fringes 11 33 POW 6 26 2014 RO RO RO RO RO U U U U QQQa Qa ER EQUIPMENT OP ERATO R CLASS GROUP 1 Mechan Grader Batch Pl iG ant Asphalt Benoto and Throttle Val ve Boring Machine www wdol g ovwwdol scafiles davisbacon IN2 dvb v 9 Zub 26 40 25 60 24 80 22 20 75 IFICATIONS Plant Aspha requires 2 road engines of 140 net horse power or more Central Redi mix Plant Conc h P Power over 27l under Mounted Conc Cranes Hammerhe Forklift horizontally End Loaders ove Locomotives al re G 1 cuc
308. temporary heat where indicated or needed for performance of the Work curing or drying of recently installed work or protection of work in place from adverse effects of low temperatures or high humidity Select facilities known to be safe and without deleterious effect upon the work in place or being installed Coordinate with ventilation requirements to produce the indicated ambient condition required and to minimize the consumption of fuel or energy Maintain a minimum temperature of 55 deg F 7 deg C in permanently enclosed portions of the building and areas finished work has been installed END OF SECTION krM Architecture Temporary Facilities 01 5000 9 OONDOOARWND SECTION 01 51 50 CONTRACTOR S SUPERINTENDENT The General Contractor is to provide at least one full time construction superintendent on this project at the site full time The Construction Superintendent CS is to be charged with control of the site coordination of prime contractors and sub contractors sequencing of construction expediting work overall quality control and overall project management at the site If in the opinion of the Owner or Architect additional contractor supervisory staff is required to coordinate and expedite the project the GC shall add similar staff The construction Superintendent is not to be a working superintendent His charge is to expedite and coordinate the work of others The quality of the Construction Superintendent is to be of
309. tering Obtain water service from the nearby water main of the local water authority as permitted by the governing authority Provide temporary water service with a 2 meter and shut off valve near connection to the water main or from existing building service As soon as construction operations at each floor level require water extend service the full height of the building to form a temporary water and fire water standpipe Provide distribution piping for temporary water to each location of use Provide one outlet for each floor level of construction spaced so that water can be reached with a 100 foot length of hose Provide one 3 4 flexible rubber hose 100 feet long with an adjustable nozzle at each outlet where work requiring water is in progress Maintain hose connections and outlet valves in leakproof condition Where finish work below an outlet might be damaged by spillage or leakage provide a drip pan of suitable size krM Architecture Temporary Facilities 01 5000 6 OONDABRWND to minimize the possibility of water damage Drain water promptly from pans as it accumulates Temporary Electric Power Service General Provide a weatherproof grounded temporary electric power service and distribution system of sufficient size capacity and power characteristics to accommodate performance of work during the construction period Whenever an overhead floor or roof deck has been installed install temporary lighting adequate to pr
310. termines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed In addition any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed In the event the Employment and Training Administration withdraws approval of a training program the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved iii Equal employment opportunity The utilization of apprentices trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246 as amended and 29 CFR part 30 5 Compliance with Copeland Act requirements The contractor shall comply with the requirements of 29 CFR Part 3 which are incorporated by reference in this contract 6 Subcontracts The contractor or subcontractor shall insert in an
311. tes Fringes GLAATER s 34 23 4ex4 Yo regu a rper Eid S 22 3 T4 14 30 PAIN1165 013 07 01 2013 ADAMS ALLEN BLACKFORD DEKALB GRANT HUNTINGTON JAY NOBLE STEUBEN WABASH WELLS WHITLEY Rates Fringes GHAZODBE S ee ee neuere ERU e ETE E 22 50 11 62 PAIN1165 016 07 01 2013 gt BARTHOLOMEW BENTON BOONE CARROLL CASS CLINTON DE FOUNTAIN HAMILTON HANCOCK HENDRICKS HOWARD JOHNSON MADISON MARION MIAMI MONROE MONTGOMERY MORGAN SHELBY TIPPECANOE TIPTON WARREN and WHITE COUNTIES ARE I Rates Fringes GLAST ER sues aee a ele eis beset eles ble Rog 25 86 13 22 PLAS0101 002 06 01 2007 FULTON COUNTY Rates Fringes CEMENT MASON CONCRETE FINISHER 23 19 9 75 PISASTEREB i coca ag e ore ig foes erp gue eroe ene 24 06 T uz http www wdol g owwdol scafiles davisbacon IN2 dvo v 9 23 33 6 26 2014 PLAS0101 003 06 01 2012 www wdol g ovwdol scafiles davisbacon IN2 dvb v 9 ADAMS ALLEN DEKALB HUNTINGTON NOBLE STEUBEN WELLS AND WHITLEY COUNTII CEMENT MASON CONCRETE FINISHER PEASTERER Vw a aeo ogy sae eere ogy Spe gs Bog PLAS0692 006 06 01 2013 AREA 46 BARTHOLOMEW BOONE HENDRICKS and SHELBY COUNTIES
312. th a flame spread rating of 15 or less For temporary enclosures where work is being or will be performed provide translucent tarpaulins made of nylon reinforced laminated polyethylene to admit the maximum amount of daylight and reduce the need for temporary lighting First Aid Supplies Comply with governing regulations and recognized recommendations within the construction industry Drinking Water Provide potable water approved by local health authorities Where wel Iwater must be used comply with local health authorities recommendations for type and frequency of testing water for potability Sign Materials For signs and directory boards provide exterior type Grade B B High Density Concrete Form Overlay Plywood conforming to PS 1 of sizes and thicknesses indicated Provide exterior grade acrylic latex base enamel for painting panels and applying graphics Security and Protection Facilities Fire Extinguishers Provide type A fire extinguishers for temporary offices and similar spaces where there is minimal danger of electrical or grease oil flammable liquid fires In other locations provide type ABC dry chemical extinguishers or a combination of several extinguishers of NFPA recommended types for the exposures in each case Plywood For fences and vision barriers provide exterior type minimum 3 8 thick plywood prime and finish painted For safety barriers sidewalk bridges and similar direct contact uses provide minimum 5 8 t
313. th grade C Set cleanout frames and covers in concrete pavement and roads with tops flush with pavement surface 3 5 MANHOLE INSTALLATION A J General Install manholes complete with appurtenances and accessories indicated B Install precast concrete manhole sections with sealants according to ASTM C 891 C Where specific manhole construction is not indicated follow manhole manufacturer s written instructions krM Architecture STORM AND SANITARY DRAINAGE 31 4100 7 3 6 3 7 9 O W 3 8 3 9 3 10 Set tops of frames and covers flush with finished surface of manholes that occur in pavements Set tops 3 inches 76 mm above finished surface elsewhere unless otherwise indicated CATCH BASIN INSTALLATION Set frames and grates to elevations indicated STORMWATER INLET AND OUTLET INSTALLATION Construct inlet head walls aprons and sides of reinforced concrete as indicated Construct riprap of broken stone as indicated Install outlets that spill onto grade anchored with concrete where indicated Install outlets that spill onto grade with flared end sections that match pipe where indicated Construct energy dissipaters at outlets as indicated CONCRETE PLACEMENT Place cast in place concrete according to ACI 318 CHANNEL DRAINAGE SYSTEM INSTALLATION Install with top surfaces of components except piping flush with finished surface Assemble channel sections to form slope down toward drain outlets
314. the highest quality available in the industry The Construction Superintendent shall have the following characteristics as a minimum A At least eight years experience total in supervision of high quality large construction projects where quality craftsmanship is critical B A pleasant personality with the ability to communicate with non construction individuals C A high degree of construction knowledge D The ability to persuade workmen sub contractors and others in the project to perform at a high quality of workmanship on a regular basis E The ability to anticipate problems in advance of the problems becoming critical allowing the problems to worked out in advance F The ability to anticipate the need for various work to be completed to allow the project to continue in a smooth fashion G The ability to easily read drawings and specifications The CS is to be employed by the Contractor for exclusive use on this project during the duration of the project If the CS is dismissed or leaves the project for any reason the Contractor shall replace the CS immediately with another The CS cannot be removed or replaced unless approved by the owner and design team or leaves the employment of the Construction Company If during the project the design team and owner deems that the CS is not performing his role as outlined the design team may request that the CS be removed and replaced The Contractor shall immediately replace the CS wit
315. ting adjacent surfaces to the fullest extent possible with regard to visual effect Use materials for cutting and patching that will result in equal or better performance characteristics PART 3 EXECUTION INSPECTION Before cutting examine the surfaces to be cut and patched and the conditions under which the work is to be performed If unsafe or otherwise unsatisfactory conditions are encountered take corrective action before proceeding with the work PREPARATION Temporary Support To prevent failure provide temporary support of work to be cut Protection Protect other work during cutting and patching to prevent damage Provide protection from adverse weather conditions for that part of the project that may be exposed during cutting and patching operations Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas Take precautions not to cut existing pipe conduit or duct serving the building but scheduled to be relocated until provisions have been made to bypass them PERFORMANCE General Employ skilled workmen to perform cutting and patching work Except as otherwise indicated or as approval by the Architect proceed with cutting and patching at the earliest feasible time and complete work without delay Cutting Cut the work using methods that are least likely to damage work to be retained or adjoining work Where possible review proposed procedures with the original installer compl
316. ting with plain exposed insulated electrical conductors Provide metal enclosures or boxes for wiring devices Provide overload protected disconnect switch for each temporary circuit and each temporary lighting circuit located at the power distribution center For power hand tools and task lighting provide temporary 4 gang outlets at each floor level spaced so that a 100 foot extension cord can reach each area of work Provide a separate 110 120 Volt 20 Amp circuit for each 4 gang outlet 4 outlets per circuit Temporary Lighting Provide local switching of temporary lighting spaced to allow lighting to be turned off in patterns to conserve energy and retain light suitable for work in progress access traffic security check and project lock up krM Architecture Temporary Facilities 01 50 00 7 OONDARWND Provide not less than one 200 watt incandescent lamp per 1000 square feet of floor area uniformly distributed for general construction lighting or equivalent illumination of a similar nature In corridors and similar traffic areas provide one 100 watt incandescent lamp every 50 feet In stairways and at ladder runs provide lamp minimum per story located to illuminate each landing and flight Install and operate temporary lighting that will fulfill security and protection requirements without the necessity of operating the entire temporary lighting system Temporary Telephones General Arrange for the local teleph
317. tion Shore and brace where sloping is not possible because of space restrictions or stability of material excavated Maintain sides and slopes of excavations in safe condition until completion of backfilling Dewatering Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area Do not allow water to accumulate in excavations Remove water to prevent softening of foundation bottoms undercutting footings and soil changes detrimental to stability of sub grades and foundations Provide and maintain pumps well points sumps suction and discharge lines and other dewatering system components necessary to convey water away from excavations Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain water and water removed from excavation to collecting or run off areas Do not use trench excavations as temporary drainage ditches Material Storage Stockpile satisfactory excavated materials where directed until required for backfill or fill Place grade and shape stockpiles for proper drainage All excess material soil material and waste materials shall be disposed of as herein specified Silt Fencing Provide Silt Fencing around all areas and excavations to prevent water runoff and soil run ff into storm water systems or onto adjacent properties Excavation for Structures Conform to elevations and dimensions shown
318. tions so that concrete is thoroughly worked around reinforcement and other embedded items and into corners Bring slab surfaces to correct level with straightedge and strikeoff Use bull floats or darbies to smooth surface free of humps or hollows Do not disturb slab surfaces prior to beginning finishing operations Maintain reinforcing in proper position during concrete placement operations krM Architecture Concrete 03 31 00 10 OONDARWND Cold Weather Placing Protect concrete work from physical damage or reduced strength which could be caused by frost freezing actions or low temperatures in compliance with ACI 306 and as herein specified When air temperature has fallen to or is expected to fall below 40 deg F 4 deg C uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F 10 deg C and not more than 80 deg F 27 deg C at point of placement Do not use frozen materials or materials containing ice or snow Do not place concrete on frozen subgrade or on subgrade containing frozen materials Do not use calcium chloride salt and other materials containing antifreeze agents or chemical accelerators unless otherwise accepted in mix designs Hot Weather Placing When hot weather conditions exist that would seriously impair quality and strength of concrete place concrete in compliance with ACI 305 and as herein specified Cool ingredients before mixing t
319. tively and as follows Type IV 1 6 Ib cu ft min density unless otherwise indicated Surface Burning Characteristics Maximum flame spread and smoke developed values of 5 and 165 respectively Compressive Strength Minimum 25 psi for all other areas uses unless high strength is indicated Unfaced fiberglass Blanket Batt Insulation To be fiberglass batts pre cut for wall applications R 19 AUXILIARY INSULATING MATERIALS Polyethylene Vapor Retarder 6 mil polyethylene film with laboratory tested vapor transmission rating of 0 2 perms natural color Un faced blanket type insulation for the primary exterior wall insulation provide un faced fiberglass blankets the full thickness of the stud walls or cavities the insulation is being installed into Foil faced blanket type insulation for use where noted to have a heavy craft foil composite with fiber reinforced facing Units to be installed with foil side facing building interior Screw or other wise securely attached to studs or other substrate Units to have overlapping foil facing Overlap the facings and apply reinforced foil tape full length at joints to form effective vapor barrier Adhesive for Bonding Insulation Type recommended by insulation manufacturer and complying with requirements for fire performance characteristics Mechanical Anchors Type and size recommended by insulation manufacturer for type of application and condition of substrate Crack Sealer for
320. to be the same size Non parallel or square geometry or inconsistent sizes shall be cause for rejection and re construction krM Architecture Unit Masonry 04 2000 5 OONDABRWDND JOINT REINFORCEMENT TIES AND ANCHORING DEVICES Materials Comply with requirements indicated below for basic materials and with requirements indicated under each form of joint reinforcement tie and anchor for size and other characteristics Exterior shall be defined as any wythe within a multiple wythe assembly with an exterior exposure All masonry reinforcing materials are to be hot dipped galvanized Hot Dip Galvanized Steel Wire ASTM A 82 for uncoated wire and with ASTM A 123 Class B 2 1 5 oz per sq ft of wire surface for zinc coating applied after prefabrication into units Application Use for masonry exposed to exterior and in contact with earth Zinc Coated Galvanized Steel Sheet Carbon steel with zinc coating complying with ASTM A 525 Coating Designation G90 Application Use for dovetail slots and where indicated Joint Reinforcement Provide welded wire units prefabricated with deformed continuous side rods and plain cross rods into straight lengths of not less than 10 with prefabricated corner and tee units and complying with requirements indicated below Width Fabricate joint reinforcement in units with widths of approximately 2 less than nominal width of walls and partitions as required to provide mortar coverage of not l
321. to incomplete work responsible contractor s may bear costs of reinspection process Record Drawings Maintain a record set of black line white prints of contract drawings and shop drawings in a clean undamaged condition Mark up the set of record documents to show the actual installation where the installed work varies substantially from the work as originally shown Mark whichever drawing is most capable of showing the actual field condition fully and accurately however where shop drawings are used for mark up record a cross reference at the corresponding location on the working drawings Give particular attention to concealed work that would be difficult to measure and record at a later date Drawings to be scanned as PDF files after approval of drawings have been given by the Architects office Distribute as follows Owner to krM Architecture Project Closeout 01 7000 2 OONDARWND receive original hard copies of prints and one 1 CD containing all drawings as PDF files send to architect for acceptance and forwarding to Owner Architects office to receive 1 CD containing all drawings as PDF files Construction Manager General Contractor should retain 1 CD containing all drawings as PDF files for future reference See mechanical specifications for any other requirements that may need to be followed Special care should be taken to be sure that all lines markings text etc is transferred during the scanning process and that the fil
322. to one submittal for each unit of work or system and mark each copy to show which choices and options are applicable to project Include manufacturer s standard printed recommendations for application and use compliance with standards application of labels and seals notation of field measurements which have krM Architecture Submittals 01 34 00 2 OANDARWND been checked and special coordination requirements Maintain one set of product data for each submittal at project site available for reference by Architect and others Submit in PDF format Submittals Do not submit product data or allow its use on the project until compliance with requirements of contract documents has been confirmed by Contractor Submittal is for information and record unless otherwise indicated Initial submittal is final submittal unless returned promptly by Architect marked with an Action which indicates an observed non compliance Submit in PDF format Contractor to print where required for maintenance manuals Provide a preliminary single copy submittal where required or desired by Contractor for selection of options by Architect Installer s Copy Do not proceed with installation of materials products or systems until final copy of applicable product data is in possession of Installer Samples Provide units identical with final condition of proposed materials or products for the work Include range samples not less than 3 units where unav
323. tors if any shall not discriminate against or intimidate any employee or applicant for employment to be employed in the performance of this contract with respect to any matter directly or indirectly related to employment because of race religion color sex national origin or ancestry Breach of this covenant may be regarded as a material breach of the contract CERTIFICATION OF USE OF UNITED STATES STEEL PRODUCTS If applicable the undersigned bidder or agent as a contractor on a public works project understand my statutory obligation to use steel products made in the United States I C 5 16 8 2 hereby certify that and all subcontractors employed by me for this project will use U S steel products on this project if awarded understand that violations hereunder may result in forfeiture of contractual payments Name of Undersigned or Bidder preparing bid Sign and Print SECTION EXPERIENCE QUESTIONNAIRE What projects has your organization completed for the period of one 1 year prior to the date of the current bid Contract Amount Class of Work When Completed Name and Address of Owner What projects are now in process of construction by your organization Contract Amount Class of Work When to be Completed Name and Address of Owner List 3 Three references for customers of which you have performed work OONDOOARWN
324. trate to the satisfaction of the Architect of their ability to perform the work in a satisfactory manner Mixing and application of the sealant shall be in strict accordance with the manufacturer s printed direction Before delivery to the job submit samples of caulking and sealing compound for approval DELIVERY STORAGE AND HANDLING Deliver caulking and sealing compounds to the job in unbroken sealed containers bearing the manufacturer s mixing directions Store materials in sealed containers in a dry protected area above the ground or floor Protect caulking materials before during and after installation Protect the work of other trades during installation Do not use caulking materials that have been stored for a period of time exceeding the maximum recommended shelf like of the materials GUARANTEE Contractor warrants workmanship for a period of two 2 years in accordance with terms of the contractor s written warranty Materials are warranted in accordance with the manufacturer s written warranty JOB CONDITIONS The joint configuration the joint surfaces and backing forming the sealant rabbet shall be as detailed in the drawings and in accordance with the contract specifications All known detrimental conditions shall be reported immediately in writing to the Contractor and or Architect for correction by the Contractor Do not proceed with the installation of sealant if the joint width is less than design until written
325. tutions 01 63 10 3 OONDARWND SECTION 01 70 00 PROJECT CLOSEOUT PART 1 GENERAL RELATED DOCUMENTS Drawings and general provisions of Contract including General and Supplementary Conditions and other Division 1 Specification sections apply to work of this section DESCRIPTION OF REQUIREMENTS Definitions Project closeout is the term used to describe certain collective project requirements indicating completion of the Work that are to be fulfilled near the end of the Contract time in preparation for final acceptance and occupancy of the Work by the Owner as well as final payment to the Contractor and the normal termination of the Contract Specific requirements for individual units of work are included in the appropriate sections in Divisions 2 through 16 Time of closeout is directly related to Substantial Completion therefore the time of closeout may be either a single time period for the entire Work or a series of time periods for individual elements of the Work that have been certified as substantially complete at Different dates This time variation if any shall be applicable to the other provisions of this section PREREQUISITES TO SUBSTANTIAL COMPLETION General Complete the following before requesting the Architect s inspection for certification of substantial completion either for the entire Work or for portions of the Work List Known exceptions in the request In the progress payment request that coincid
326. uction or distribution of this AIA Document or any portion of it may result in severe civil and criminat penalties and will be prosecuted to the maximum extent possible under the law This document was produced by AIA software at 14 29 32 on 02 28 2011 under Order No 1462094857 1 which expires on 08 23 2011 and is not for resale User Notes 1380468595 Init g iy ie zig AIA Document A101 2007 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum AGREEMENT made as ofthe dayof inthe year In words indicate day month and year BETWEEN the Owner Name legal status address and other information and the Contractor Name legal status address and other information for the following Project Name location and detailed description Sample The Architect Name legal status address and other information The Owner and Contractor agree as follows ADDITIONS AND DELETIONS The author of this document has added information needed for its completion The author may also have revised the text of the original AIA standard form An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the or
327. uding the drawings Drawings are recognized as being diagrammatic in nature and not completely descriptive of the requirements indicated thereon Certain terms used in contract documents are defined in this article Definitions and explanations contained in this section are not necessarily either complete or exclusive but are general for the Work to the extent that they are not stated more explicitly in another element of the contract documents General Requirements The provisions or requirements of other Division 1 sections apply to entire work of the Contract and where so indicated to other elements which are included in the project Indicated The term indicated is a cross reference to graphic representations notes or schedules on the drawings to other paragraphs or schedules in the specifications and to similar means of recording requirements in contract documents Where terms krM Architecture Definitions and Standards 01 09 00 1 OONDARWND such as shown noted scheduled and specified are used in lieu of indicated it is for the purpose of helping the reader locate the cross reference and no limitation of location is intended except as specifically noted Directed Requested Etc Where not otherwise explained terms such as directed requested authorized selected approved required accepted and permitted mean directed by Architect requested by Architect and similar phrases How
328. ugh one square foot per hour at mean temperatures indicated Fire Performance Characteristics Provide insulation materials which are identical to those whose fire performance characteristics as listed for each material or assembly of which insulation is a part have been determined by testing per method indicated below by UL or other testing and inspecting agency acceptable to authorities having jurisdiction Surface Burning Characteristics ASTM E 84 Fire Resistance Ratings ASTM E 119 Combustion Characteristics ASTM E 136 SUBMITTALS krM Architecture Insulation 07 20 00 1 OONDOARWND Product Data Submit manufacturer s product literature and installation instructions for each type of insulation and vapor retarder material required Certified Test Reports If requested by the Architect submit copies of certified test reports showing compliance with specified performance values including r values aged values for plastic insulations densities compression strengths fire performance characteristics perm ratings water absorption ratings and similar properties DELIVERY STORAGE AND HANDLING General Protection Protect insulations from physical damage and from becoming wet soiled or covered with ice or snow Comply with manufacturer s recommendations for handling storage and protection during installation Protection for Plastic Insulation Do not expose to sunlight except to extent necessary for period of in
329. uirements for 1 Contract Documents 2 Options 3 Related Change Orders 4 Purchases 5 Deliveries 6 Shop Drawings Product Data and quality control Samples 7 Possible conflicts 8 Compatibility problems 9 Time schedules 10 Weather limitations 11 Manufacturer s recommendations 12 Compatibility of materials 13 Acceptability of substrates 14 Temporary facilities 15 Space and access limitations 16 Governing regulations 17 Safety 18 Inspection and testing requirements 19 Required performance results 20 Recording requirements 21 Protection GC will record significant discussions and agreements and disagreements of each conference along with the approved schedule GC will distribute the record of the meeting to everyone concerned promptly including the Owner and Architect Do not proceed if the conference cannot be successfully concluded Initiate whatever actions are necessary to resolve impediments to performance of Work and reconvene the conference at the earliest feasible date 1 04 COORDINATION MEETINGS Conduct Project coordination meetings at regularly scheduled times as scheduled by Construction Manager Project coordination meetings are in addition to specific meetings held for other purposes such as regular progress meetings and special pre installation meetings B Request representation at each meeting by every party currently involved in krM Architecture coordin
330. und acceptable This will constitute final acceptance of the project and The Contractor will be paid the balance of retainage withheld sixty one 61 days after this date if everything is 100 complete VALUE OF CLOSE OUT DOCUMENTS The value of the O amp M manuals as built drawings and other close out documents shall constitute 40 of the retainage or 2 of the value of the contract None of the final 2 will be released until all final closeout documents have been submitted reviewed and accepted COMMENCEMENT OF WORK The Contractor shall commence work immediately upon the issuance of the Notice to Proceed from the Owner WORK SCHEDULE The contractors are to comply with the schedule found in section 01 31 00 This will become part of the contract CONTRACT TERMINATION The Owner reserves the right to terminate the contract and withhold an amount of payment it deems necessary if the contractor refuses to comply with the terms conditions and specifications of this contract and or if found to be in violation of any Federal State or local law and or ordinance BID BOND PERFORMANCE BOND AND PAYMENT BOND When making a Procurement Award for the construction or improvement of facilities and the amount of the project expenditure exceeds 100 000 the following requirements will apply e Each bidder will be required to provide a Bid Guarantee which is a firm commitment in the form of a Bid Bond Certified Check or other negotiable instrument
331. utility companies or the town city shall be paid by the Contractor PREPARATION OF BID PROPOSAL FORMS Bid proposals shall be submitted on the bid Form included in this specification booklet Please photo copy the enclosed bid form for final use GUARANTEE The Contractor shall guarantee all of his workmanship and materials referred to in these Specifications and shall correct all defects discovered within two 2 years after date of final Instructions to Bidders and Terms of the Contract 00 10 00 4 OONDOARWND certificate or longer if specifications require longer terms Various components may require significantly longer guarantees If conflicting warranty information is found notify architects office prior to bidding The more extended period of warranty should be followed unless changed in writing by the architect s office This includes all equipment and work related to any MEP scope of the project In cases where suppliers include a warranty period of longer than two 2 years this shall continue after expiration of contractor s period and will be coordinated directly between owner and manufacture FINAL ACCEPTANCE All documents guarantees final waivers operating instructions O amp M Manuals record drawings etc called for in the Specifications and or Contract shall be submitted to the Architect for review and approval and will then be turned over to the Owner All items needing correcting shall also be complete and fo
332. vation Draw profiles at horizontal scale of not less than 1 inch equals 50 feet 1 500 and vertical scale of not less than 1 inch equals 5 feet 1 50 Indicate manholes and piping Show types sizes materials and elevations of other utilities crossing system piping Product Certificates For each type of cast iron soil pipe and fitting from manufacturer Field quality control reports krM Architecture STORM AND SANITARY DRAINAGE 31 4100 1 1 4 Storm water chamber system installation recommendations 1 Provide full manufacturers instructions for the installation of the storm water chamber system 2 Schedule a pre installation meeting to review installation procedures PROJECT CONDITIONS Interruption of Existing Storm Drainage Service Do not interrupt service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary service according to requirements indicated 1 Notify Owner and Architect no fewer than five days in advance of proposed interruption of service 2 Do not proceed with interruption of service without Owner s written permission PART 2 PRODUCTS 2 1 2 2 2 3 2 4 Refer to plans for specific pipe type and location Pipe materials below are to apply when a specific material type is not noted on the drawings or to supplement information on the drawings HUB AND SPIGOT CAST IRON SOIL PIPE AND FITTINGS Pipe and Fitting
333. ve Order 1246 Relating to Equal Employment Opportunity and as supplemented by regulations at 41 CFR Part 60 Office of Federal Contract Compliance Programs Equal Employment Opportunity Department of Labor 2 All contracts and subgrants in excess of 2000 for construction or repair of facilities awarded by recipients and subrecipients are subject to the Copeland Anti Kickback Act 18 U S C 874 as supplemented by Department of Labor regulations 29 CFR Part 3 Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States The Act provides that each contractor or subrecipient shall be prohibited from inducing by any means any person employed in the construction completion or repair of public work to give up any part of the compensation to which s he is otherwise entitled 3 When required by Federal program legislation all construction contracts awarded by recipients and subrecipients of more than 2000 are subject to the Davis Bacon Act 40 U S C 276a to a 7 and as supplemented by Dept of Labor regulations 29 CFR part 5 Labor Standards Provisions Applicable to Contracts Governing Federally Financed and Assisted Construction Under this Act contractors are required to pay wages to laborer and mechanics at a rate not less than the minimum wages specified in the current wage determination made by the Secretary of Labor In addition contractors are require
334. ve minimum depth of 30 which shall be maintained between top of largest conduit or duct and finish grade The trenching depth in the fields may change because of the underdrain system Trenches in unpaved areas may use excavated material for backfill All trenches under paved area or walks shall be backfilled with granular material The excavated material which is to be used for trench backfilling shall be stored so that it will not cause a hazard to the work workmen and so that it will cause a minimum of inconvenience to travel adjacent property or other Contractors No excavated materials shall be placed on an adjoining nonpermanent type of pavement or adjoining lawns or shrubbery when possible The excess excavated material which was to be used but is not required for backfilling shall be removed from the site and disposed of by the Contractor at his expense Temporary storing of the material shall be treated as above All job excavated materials which are used for trench backfill shall be compacted in by any method except settlement by water In the baseball fields compaction must take place in 6 lifts All Backfill shall be clean and shall be of such composition that said material can be compacted to 95 percent relative compaction by the compaction method used and with water added if needed to bring it to optimum moisture content Compaction in the baseball fields shall be 100 percent relative compaction Where excavation is necessary
335. vely made or incurred during such weekly period Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed without regard to skill except as provided in Sec 5 5 a 4 Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein Provided that the employer s payroll records accurately set forth the time spent in each classification in which work is performed The wage determination including any additional classification and wage rates conformed under paragraph a 1 ii of this section and the Davis Bacon poster WH 1321 shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers ii A The contracting officer shall require that any class of laborers or mechanics including helpers which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met 1 The work to be performed by the classification requested is not performed by a classification in the wage determination and
336. work required by this Section shall be performed by skilled craftsmen experienced in the particular field of work 3 2 All work to be done in a workmanlike manner in accordance with specific requirements of Divisions 2 and 3 of these Specifications END OF SECTION 33 30 10 krM Architecture Excavating amp Backfill 31 3010 3 SECTION 31 41 00 STORM AND SANITARY DRAINAGE PART 1 GENERAL 1 1 1 2 1 3 Many of the specifications are shown on the drawings The drawings take precedence over these specification if there is a conflict SUMMARY Many of the materials and requirements are shown on the drawings Information shown on the drawings take precedence over items in this specification section Section Includes Pipe and fittings Manholes Cleanouts Nonpressure transition couplings Expansion joints Catch basins Stormwater inlets Pipe outlets Se eee SUBMITTALS Product Data For each type of product indicated Shop Drawings 1 Manholes Include plans elevations sections details frames and covers 2 Catch basins and stormwater inlets Include plans elevations sections details frames covers and grates Coordination Drawings Show pipe sizes locations and elevations Show other piping in same trench and clearances from storm drainage system piping Indicate interface and spatial relationship between manholes piping and proximate structures Profile Drawings Show system piping in ele
337. y benefiting the grant program and specifically identifiable to it For the sum of sum in words DOLLARS TOTAL BID Base Bid minus In Kind contributions For the sum of sum in words DOLLARS ADDENDUM The undersigned acknowledges receipt of the following Addenda Receipt of Addenda No s List out Addendums received ALTERNATES list out prices Alternate 1 not used Alternate 2 not used PROPOSAL TIME Bidder agrees that this Bid shall remain in force for a period of seventy 70 consecutive calendar days from the due date and Bids may be accepted or rejected during this period Bids not accepted within seventy 70 consecutive calendar days shall be deemed rejected Attended pre bid conference YES NO Has visited jobsite YES NO Insert number of calendar days for the duration of the construction project Days The undersigned further agrees to furnish a bond or certified check with this Bid for an amount specified in the Notice to Bidders If Alternate Bids apply submit a proposal for each in accordance with the Plans and Specifications If additional units of material included in the contract are needed the cost of units must be the same as that shown in the original contract if accepted by the Governmental Unit If the bid is to be awarded on a unit basis the itemization of the units shall be shown on a separate attachment The Contractor and his subcontrac
338. y enclosures and other suitable methods to limit dust and dirt rising and scattering in air to lowest practical level Comply with governing regulations pertaining to environmental protection Do not use water when it may create hazardous or objectionable conditions such as ice flooding and pollution Clean adjacent structures and improvements of dust dirt and debris caused by demolition operations as directed by Architect or governing authorities Return adjacent areas to condition existing prior to the start of work Neatly Cut opening or modifications to structure Use diamond saw method to cut openings in poured concrete or masonry At contractors option block openings may be knocked out and then the sides top of the openings rebuilt Openings and structural modifications must be neat in appearance and straight lined saw cut even in concealed spaces unless permission differently is specifically given by the architect Demolish concrete and masonry in small sections Remove structural framing members and lower to ground by hoists derricks or other suitable methods krM Architecture Selective Demolition 02 06 50 2 OONDOARWND Break up and remove concrete slabs on grade indicated Locate demolition equipment throughout structure and remove materials so as to not impose excessive loads to supporting walls floors or framing Below Grade Construction Demolish foundation walls to a depth of not less than 12 below existing
339. y subcontracts the clauses contained in 29 CFR 5 5 a 1 through 10 and such other clauses as the Department of Labor may by appropriate instructions require and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5 5 7 Contract termination debarment A breach of the contract clauses in 29 CFR 5 5 may be grounds for termination of the contract and for debarment as a contractor and a subcontractor as provided in 29 CFR 5 12 Page 4 of 6 Attachment E 8 Compliance with Davis Bacon and Related Act requirements All rulings and interpretations of the Davis Bacon and Related Acts contained in 29 CFR parts 1 3 and 5 are herein incorporated by reference in this contract 9 Disputes concerning labor standards Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5 6 and 7 Disputes within the meaning of this clause include disputes between the contractor or any of its subcontractors and the contracting agency the U S Department of Labor or the employees or their representatives 10 Certification of eligibility i By entering
340. y with original installer s recommendations In general where cutting is required use hand or small power tools designed for sawing or grinding not hammering and chopping Cut through concrete and masonry using a cutting machine such as a carborundum saw or core drill to insure a neat hole Cut holes and slots neatly to size required with minimum disturbance of adjacent work To avoid marring existing finished surfaces cut or drill from the exposed or finished side into concealed surfaces Temporarily cover openings when not in use Comply with requirements of applicable sections of Division 2 where cutting and patching required excavating and backfilling By pass utility services such as pipe and conduit before cutting where such utility services are shown or required to be removed relocated or abandoned Cut off conduit and pipe in walls or within partitions to be removed After by pass and cutting cap valve or plug and seal tight remaining portion of pipe and conduit to prevent entrance of moisture or other foreign matter Patching Patch with seams which are durable and as invisible as possible Comply with specified tolerance for the work krM Architecture Cutting and Patching 0104 50 3 OONDOARWND Where feasible inspect and test patched areas to demonstrate integrity of work Restore exposed finishes of patched areas and where necessary extend finish restoration into retained adjoining work in a manner which will eliminate
341. ying heat until top surface is dry to the touch Remove masonry damaged by freezing conditions krM Architecture Unit Masonry 04 20 00 2 OONDABRWDND For clay masonry units with initial rates of absorption Suction which require them to be wetted before laying comply with the following requirements For units with surface temperatures above 32 deg F 0 deg C wet with water heated to above 70 deg F 21 deg C For units with surface temperatures below 32 deg F 0 deg C wet with water heated to above 130 deg F 54 deg C Perform the following construction procedure while the work is progressing Temperature ranges Indicated below apply to air temperatures existing at time of installation except for grout For grout temperature ranges apply to anticipated minimum night temperatures In heating mortar and grout materials maintain mixing temperature selected within 10 deg F 6 deg C 40 deg F 4 deg C to 32 deg F 0 deg C Mortar Heat mixing water to produce mortar temperature between 40 deg F 4 deg C and 120 deg F 49 deg C Grout Follow normal masonry procedures 32 deg F 0 deg C to 25 deg F 4 deg CO Mortar Heat mixing water and sand to produce mortar temperatures between 40 deg F 4 deg C and 120 deg F 49 deg C maintain temperature of mortar on boards above freezing Grout Heat grout materials to 90 deg F 32 deg C to produce in place grout temperature of 70 deg
342. ythe is concealed by furring carry flashing completely through the inner wythe and turn up approximately 2 At heads and sills turn up ends not less than 2 to form a pan Install flashing to comply with manufacturer s instructions Provide weep holes in the head joints of the first course of masonry immediately above concealed flashings Space 24 o c unless otherwise indicated krM Architecture Unit Masonry 04 20 00 15 OONDABRWDND REPAIR POINTING AND CLEANING Remove and replace masonry units which are loose chipped broken stained or otherwise damaged or if units do not match adjoining units as intended Provide new units to match adjoining units and install in fresh mortar or grout pointed to eliminate evidence of replacement Pointing During the tooling of joints enlarge any voids or holes except weep holes and completely fill with mortar Point up all joints including corners openings and adjacent work to provide a neat uniform appearance prepared for application of sealants Final Cleaning After mortar is thoroughly set and cured clean masonry as follows Remove large mortar particles by hand with wooden paddles and non metallic scrape hoes or chisels Test cleaning methods on sample wall panel leave 1 2 panel unclean for comparison purposes Obtain Architect s approval of sample cleaning before proceeding with cleaning of masonry Use bucket and brush hand cleaning method described in BIA Technical

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