itp of admin building(new) (autosaved)

28
Form AURORA SPECIAL ECONOMIC ZONE AUTHORITY ( PHASE 1 ) INSPECTION AND TEST PLAN-ITP Contractor New Kanlaon Construction Incorporated Contract No. Project Name Aseza Project (Phase-1) ITP Rev. No. Title ITP for ADMINISTRATION BUILDING ITP Rev. Date Item No. Description of the Operation/ Test/ Inspection Stage/Frequency Acceptance Criteria Description / Characterisrics NKCI EDCOP I. PRELIMINARIES 1 General Requirements n/a n/a II. CIVIL WORKS A. Site Cleaning Sec. 02102 02102-1.1 to 2.4 per location As per plan X W B. Structural Excavation 1. Soil Classification per location X H/W C. Backfill 1. MATERIALS REQUIREMENT sec. 02221.2.1 as per required X H/W 1.Grading/Sieve Analysis 1,000 tons or each day's run AASHTO M 147 "Grading B" X H/W 2.Materials Finer than sieve 200 2232-2.1.1.1 ASTM C 117 1,000 tons or each day's run 15% max X H/W 3.California Bearing Ratio 2232-2.1.1.1 ASTM D 1883 every 2,500 cu.m 30 min. X H/W 4.Atterberg Limits 2232-2.1.1.1 ASTM D 4318 1,000 tons or each day's run X H/W 5.Laboratory Compaction Test 2232-2.1.1.1 ASTM 1557 every 1,500 cu.m MDD/OMC X W 1.Soil Classification 02221-2.1.2.1 ASTM D 2487 every 1,500 cu.m GW,GP,SW,SP X H/W 2.Atterberg Limits 02221-2.1.2.1 ASTM D 4318 every 1,500 cu.m X H/W 3.Materials Finer than sieve 200 02221-2.1.2.1 ASTM D 1140 every 1,500 cu.m X H/W 4.Laboratory Compaction Test 02221-3.7 ASTM 1557 every 1,500 cu.m MDD/OMC X W 1.Soil Classification 02221-2.1.2.3 ASTM 2487 every 1,500 cu.m GP,GM,GC,SP,SM,SC X H/W 02221-2.1.2.4 02221-2.1.2.4 as per required Table 2.1.2.4 X H/W 2221-2.1.2.5 2221-2.1.2.5 every 1,500 cu.m X H/W 2. EXECUTION 1.0 Surface Preparation 2221-3.1.1 sec. 2221-3.1.1 Each Preparation As determined by the Engineer X W 2.0 Placing, Compacting & Finishing 2.1 Field Density Test 2232-3.1.1.3 95% minimum X H/W D. Disposal 2102-2.4 per location X W Specification Reference No. Procedure Reference No. Inspection and Testing Sec. 02221- 2.1.2.3 Sec. 02221- 2.1.2.3 as per recommendation from the Geotechnical Engineer Test Re A. GRANULAR FILL sec. 02232.2.1.1.1 Dense graded agg. Meeting requirements in section 02232 Proj. tech'l specs. 2232- 2.1.1.1/3.1.1.5.2 ASTM C 136/AASHTO T 27 LL shall not exceed 25%; PI shall not exceed 5% B. BACKFILL LL shall not exceed 35%; PI shall not exceed 12% percent passing sieve 200 shall not exceed 35 C. GENERAL SITE FIILL AND EMBANKMENT MATERIAL D.TOP SOIL E.BORROW Meeting the requirements for Fill/Backfill/& Granular Fill 1.1 Removal of unsatisfactory ASTM D 1556 / D 4718 1 set of 3 per 500 sq.m or fraction thereof Outside from the Project Site/or as per approved by the Engineer

Upload: lloyd-r-ponce

Post on 22-Nov-2015

94 views

Category:

Documents


13 download

DESCRIPTION

itp

TRANSCRIPT

ITP Admin Bldg.

FormF-04-915-101-R1AURORA SPECIAL ECONOMIC ZONE AUTHORITY ( PHASE 1 )INSPECTION AND TEST PLAN-ITP

ContractorNew Kanlaon Construction IncorporatedContract No.ASEZA-INFRA-09-01Project NameAseza Project (Phase-1)ITP Rev. No.0TitleITP for ADMINISTRATION BUILDINGITP Rev. Date

Item No.Description of the Operation/ Test/ InspectionSpecification Reference No.Procedure Reference No.Stage/FrequencyAcceptance CriteriaInspection and TestingOutput/RecordsDescription / CharacterisricsNKCIEDCOPI.PRELIMINARIES1General Requirementsn/an/aII.CIVIL WORKSA.Site CleaningSec. 0210202102-1.1 to 2.4per locationAs per planXWInspectin ReportB.Structural Excavation1. Soil ClassificationSec. 02221-2.1.2.3Sec. 02221-2.1.2.3per locationas per recommendation from the Geotechnical EngineerXH/WTest Result / Geotechnical Engr. ReportTest Result / Geotechnical ReportC.Backfill1. MATERIALS REQUIREMENTA. GRANULAR FILLsec. 02221.2.1sec. 02232.2.1.1.1as per requiredDense graded agg. Meeting requirements in section 02232 Proj. tech'l specs.XH/WTest ResultTest Result1.Grading/Sieve Analysis2232-2.1.1.1/3.1.1.5.2ASTM C 136/AASHTO T 271000
Author: see section2232-4AASHTO M 147 "Grading B"XH/WTest Results2.Materials Finer than sieve 2002232-2.1.1.1ASTM C 1171000
Author: see section2232-415% maxXH/WTest Results3.California Bearing Ratio2232-2.1.1.1ASTM D 1883every 2,500. cum30 min.XH/WTest Results4.Atterberg Limits2232-2.1.1.1ASTM D 43181000
Author: see section2232-4LL shall not exceed 25%; PI shall not exceed 5%XH/WTest Results5.Laboratory Compaction Test2232-2.1.1.1ASTM 1557every 1,500. cumMDD/OMCXWTest ResultsB. BACKFILL1.Soil Classification02221-2.1.2.1ASTM D 2487every 1,500 cu.m
Author: Frequency based on DPWH minimum test requirementsGW,GP,SW,SPXH/WTest ResultTest Result2.Atterberg Limits02221-2.1.2.1ASTM D 4318every 1,500 cu.mLL shall not exceed 35%; PI shall not exceed 12%XH/WTest ResultTest Result3.Materials Finer than sieve 20002221-2.1.2.1ASTM D 1140every 1,500 cu.mpercent passing sieve 200 shall not exceed 35XH/WTest ResultTest Result4.Laboratory Compaction Test02221-3.7ASTM 1557every 1,500 cu.mMDD/OMCXWTest ResultTest ResultC. GENERAL SITE FIILL AND EMBANKMENT MATERIAL1.Soil Classification02221-2.1.2.3ASTM 2487every 1,500 cu.mGP,GM,GC,SP,SM,SCXH/WTest ResultTest ResultD.TOP SOIL02221-2.1.2.402221-2.1.2.4as per requiredTable 2.1.2.4XH/WTest ResultTest ResultE.BORROW2221-2.1.2.52221-2.1.2.5every 1,500 cu.mMeeting the requirements for Fill/Backfill/& Granular FillXH/WTest Result2. EXECUTION1.0 Surface Preparation1.1 Removal of unsatisfactory Materials2221-3.1.1sec. 2221-3.1.1Each PreparationAs determined by the EngineerXWInspection Report2.0 Placing, Compacting & Finishing2.1 Field Density Test2232-3.1.1.3ASTM D 1556 / D 47181 set of 3 per 500 sq.m or fraction thereof
Author: Frequency based on DPWH minimum test requirements95% minimumXH/WTest ResultsD.Disposal2102-2.4per locationOutside from the Project Site/or as per approved by the EngineerXWInspection ReportInspection Report

E.Earthfill1. MATERIALS REQUIREMENTa. General Site Fill and Embankment Materiala.1 Soil ClassificationSec. 02221-2.1.2.3ASTM D 2487every 1,500 cu.mGP,GM,GC,SP,SM,SCXH/WTest Resultd. BackfillSimilar to the above requirements as mentioned under Item "c. Backfill"2. EXECUTION1.0 Surface Preparation1.1 Removal of unsatisfactory Materials2221-3.1.1sec. 2221-3.1.1Each PreparationAs determined by the EngineerXWInspection Report2.0 Subgrade Proof Rollingsec. 2221-3.1.1.1sec. 2221-3.1.1.1Each PreparationNo indications of rutting & pumping after 6 passes of 15 tons pneumatic tire rollerXH/WInspection Report2.0 Placing, Compacting & Finishing2.1 Field Density Test2232-3.1.1.3ASTM D 1556 / D 47181 set of 3 per 500 sq.m or fraction thereof
Author: Frequency based on DPWH minimum test requirements95%XH/WTest ResultsF.Trimmingper locationAs determined by the EngineerXWInspection ReportG.Gravel Bedding2225-2.1.42225-3.3every 1,500 cu.mGW or GPXH/WInspection ReportH.Soil Poisoningper location/applicationSubject to the Evaluation by the Safety EngineerXWProduct data and Materials Safety Data SheetI.Polyethylene SheetEach preparation6 mil minimum thicknessXWManufacturer's Data/Product SampleJ.Parking Area1.0 Aggregate Base Course1. MATERIALS REQUIREMENT1.Grading/Sieve Analysis2232-2.1.1.1/3.1.1.5.2ASTM C 136/AASHTO T 271000
Author: see section2232-4AASHTO M 147XH/WTest Results2.Materials Finer than sieve 2002232-2.1.1.1ASTM C 1171000
Author: see section2232-415% maxXH/WTest Results3.California Bearing Ratio2232-2.1.1.1ASTM D 1883every 2,500. cum30 min.XH/WTest Results4.Atterberg Limits2232-2.1.1.1ASTM D 43181000
Author: see section2232-4LL shall not exceed 25%; PI shall not exceed 5%XH/WTest Results5.Laboratory Compaction Test2232-2.1.1.1ASTM 1557every 1,500. cumMDD/OMCXWTest Results2. EXECUTIONPlacing, Compacting & Finishing1. Field Density Test2232-3.1.1.3ASTM D 1556 / D 47181 set of 3 per 500 sq.m or fraction thereof
Author: Frequency based on DPWH minimum test requirements100%XWTest Results2.0 Concrete Pavement1. MATERIALS REQUIREMENTa. CementSame as under item Portland Cement Concrete Pavement ( Site Development )XH/WTest Resultsb. WaterSame as under item Portland Cement Concrete Pavement ( Site Development )XH/WTest Resultsc. Fine aggregateSame as under item Portland Cement Concrete Pavement ( Site Development )XH/WTest Resultsd. Coarse AggregateSame as under item Portland Cement Concrete Pavement ( Site Development )XH/WTest Resultse. AdmixtureSame as under item Portland Cement Concrete Pavement ( Site Development )XH/WTest Resultsf. Curing AgentSame as under item Portland Cement Concrete Pavement ( Site Development )XH/WTest Resultsg. Concrete1. Concrete Mix Design2259-1.1.2/1.3.1ACI 211.1Before work commence or every change of matls source/materials physical propertiesCMD rqmnts: flexural strength @ 28 days=3.8 Mpa,Max agg. Size=25mm, Min Cement Factor=350 kg/cu.m, W/C ratio=0.50, Slump 25mm-75mm, Air content=6 +/-1.5XSEvaluation of of Concrete Mix Design2. Trial Mix2259-1.1.2/1.3.1ASTM C 192/ C 192MBefore work commence or every change of matls source or materials physical propertiesACI 318XWTest Results2. EXECUTION1. Slump Test2559-3.7.2.3ASTM C 143every 75 cu.m.25mm-75mmXH/WTest Results2. Yield Test2559-3.7.2.3.4ASTM C 138Twice each day in every placing concreteXWTest Results3. Flexural Stength 2559-1.3ASTM C 78every 75 cu.m.3.8 Mpa @ 28 days XH/WTest Results4. Core Test (thickness determination)2559-3.7.2.3.6ASTM C 42/C 174not less than 1,670 sq.mas per PlanXH/WTest Results3.Reinforcing Bars1. Mechanical PropertiesPNS 49PNS 491 ton 0n each sizePNS 49 / for dia. 12mm fy=Grade 40 and for dia. 16mm and above fy=Grade 60XH/WTest Results2. Chemical PropertiesPNS 49PNS 491 ton 0n each sizePNS 49 HH/WTest Results4.0 Formworks1. Fabrication and Installationsec. 3100sec. 3100each Preparationas per PlanXWInspection Report

IIISTRUCTURAL WORKSA.Concrete1. MATERIALS REQUIREMENTa. CementQuality Test2259-2.1ASTM C 150/ ASTM C 595every 2,000 bagsASTM C 150, Type-1 Cement / ASTM C 595, Type 1P CementXH/WTest Resultsb. Fine aggregateSame as under item Portland Cement Concrete Pavement ( Site Development )XH/WTest Results1. Grading/Sieve Analysis2.3.2ASTM C 1361,000 tonsASTM C 33 sec. 6.1XH/WTest ResultsQuality Test for F.ATest Results2. Alkali Reactivity (Mortar Bar Method) 2259-2.3.1ASTM C 2271,500. cumSection 2259-2.3.1XH/WTest Results3. Specific Gravity 2259-2.3.2ASTM C 1281,500. cumsame source from appove Mix des.XWTest Results4. Unit weight 2259-2.3.2ASTM C 291,500. cumsame source from appove Mix des.XWTest Results5. Organic Impurities2259-2.3.2ASTM C 401,500. cumnot darker than standard color chartXWTest Results6. Soundness by Sodium sulfate2259-2.3.2ASTM C 881,500. cum10% max.XH/WTest Results7. Clay lumps & Friable Particles2259-2.3.2ASTM C 1421,500. cum3% max.XH/WTest Results8. Finess Modulus2259-2.3.2ASTM C 1361,000 tonswill not vary by 0.20 from the value determined from the mix designXWTest Resultsc. Coarse AggregateXH/WTest Results1. Grading2259-2.3.3ASTM C 1361,000 tonsASTM C 33-Table 3XH/WTest ResultsQuality Test2259-2.3.3XH/WTest Results2. Alkali Reactivity (Mortar Method) 2259-2.3.3ASTM C 2271,500. cum2259-2.2XWTest Results3. Specific Gravity 2259-2.3.3ASTM C 1281,500. cumsame source from appove Mix des.XWTest Results4. Unit weight 2259-2.3.3ASTM C 291,500. cumsame source from appove Mix des.XWTest Results5. Soundness by Sodium sulfate2259-2.3.3ASTM C 881,500. cumnot to exceed 10%XH/WTest Results6. Clay lumps & Friable Particles2259-2.3.3ASTM C 1421,500. cum1 +/- 0.5XH/WTest Results7. Abrasion2259-2.3.3ASTM C 131/5351,500. cum 40 %XH/WTest Resultsd. Admixture02259-2.4ASTM C 494per shipmentSource ApprovalXWTest Resulte. WaterXWTest Results1. Quality Test/Engineer's Certificate2259-2.1each sourceEngineer's Certificate for potable waterXWInspection Report2. Mortar specimen2259-2.2ASTM C 871 test each source90% @ 28 days on specimen made of known satisfactory quality.XWTest Resultsf. Curing Agent02259-2.4ASTM C 309 / ASTM C 156per shipmentwhite-pigmented Type 2, Class B,XWTest Resultg. ConcreteXH/WTest Results1. Concrete Mix Design2259-1.1.2/1.3.1ACI 211.1Before work commence or every change of matls source/materials physical propertiesCMD rqmnts: flexural strength @ 28 days=3.8 Mpa,Max agg. Size=25mm, Min Cement Factor=350 kg/cu.m, W/C ratio=0.50, Slump 25mm-75mm, Air content=6 +/-1.5XSEvaluation of of Concrete Mix Design2. Trial Mix2259-1.1.2/1.3.1ASTM C 192/ C 192MBefore work commence or every change of matls source or materials physical propertiesACI 318XWTest Results2. EXECUTIONCONCRETE1. Slump Test2559-3.7.2.3ASTM C 143every 75 cu.m. or each days pouring4" maximumXH/WTest Results2. Yield Test2559-3.7.2.3.4ASTM C 138Twice each day in every placing of concreteconformed to concrte mix designXWTest Results3. Compressive Strength2559-1.3ASTM C 78every 75 cu.m. or each days pouring 4,000 psi for mat foundation,suspended slab,colums,beams and girders 3,000psi for slab on grade 2,500psi for Lean Concrete.
Author: fc' for mat foundation refer to plan sht no. s003 general notesXH/WTest Results4. Core Test (concrete strength)2559-3.7.2.3.6ASTM C 42/C 174obtain 3 cores incase of failure of test cylinder samplenot less than 80% of the specified strengthXH/WTest Results

B.Formworks1. Fabrication and Installationsec. 3100sec. 3100each Preparationas per PlanXWInspection ReportC.Reinforcing Barsa. Grade 40b. Grade 601. Mechanical and Chemical PropertiesPNS 49PNS 491 ton 0n each sizePNS 49 / for dia. 12mm fy=Grade 40 and for dia. 16mm above fy=Grade 60XH/WTest ResultsD.Structural Steel works1.0 Roof Framingsa. C Purlins5120-2.1.2ASTM A36 or A611
Author: A36 for strl steel plates and shapes,A611 for cold-formed steelone test each sourcefy = 248 Mpa min.XH/WTest Resultsb. Sag Rod5120-2.1.2ASTM A36 one test each sourcefy = 248 Mpa min.XH/WTest Results*c. Rafters-Wide Flange
Author: This is additional Item included in the contract plan but not included in the BOQ.5120-2.1.2ASTM A36 or A611one test each sourcefy = 248 Mpa min.XH/WTest ResultsIVARCHITECTURAL WORKSA.MASONRY WORKS1. PRODUCTS/MATERIALS REQUIREMENT:a. CHB 1. Compressive StrengthNotes on Plans sheet#S001ASTM C 1403 units Every 10,000 pcs or Fraction Thereofnot less than 3 Mpa
Author: As agreed during the 23rd coordination meeting last jan. 2011XH/WTest Result2. Unit weightNotes on Plans sheet#S001ASTM C 1403 units Every 10,000 pcs or Fraction Thereofnot less than 80 PCFXH/WTest Resultb. CHB Mortar4230.2.4ASTM C 4041 set per floor levelNSCP 703.4.1 f'g 13.8 Mpa tested @ 28 daysXH/WTest Resultc. Plasteringeach Preparationas per PlanXWInspection Reportd. Expansion JointNotes on Plans sheet#S001each lotMastic Filler 12mm thickXWProduct Sample/Inspection ReportBCARPENTRY WORKSB.1 Stairs*1. Wood Treads
Author: Read Instruction to Bidders (ITB) section 11.2sec. 06402sec. 06402each typeAs per plan/Materials ApprovalXWProduct Sample/Inspection Report*2. Balusters
Author: Read Instruction to Bidders (ITB) section 11.2sec. 06402sec. 06402each typeAs per plan/Materials ApprovalXWProduct Sample/Inspection Report*3. Wood Handrailssec. 06402sec. 06402each typeAs per plan/Materials ApprovalXWProduct Sample/Inspection Report4. Base Boardssec. 06402sec. 06402each typeAs per plan/Materials ApprovalXWProduct Sample/Inspection Report

C.CEILING WORKS1.0Flat Ceiling on Gypsum Board & Metal Furring @ Kitchensec. 09255each typeAs per plan/Materials ApprovalXSManufacturer's Data/Product Sample2.0Cove Lighting on Gypsum Board & Metal Furring @ Main Lobbysec. 09255each typeAs per plan/Materials ApprovalXSManufacturer's Data/Product Sample3.0C.3 Drop Ceiling @ Audio Visual Roomeach typeAs per plan/Materials ApprovalXSManufacturer's Data/Product Sample4.0Moisture Resistant Gypsum Board @ Administrator's Toilet, Cafeteria Toilet, Common Toilet & Main Lobby Area each typeAs per plan/Materials ApprovalXSManufacturer's Data/Product Sample5.0Acoustical Panel Board @ Adminstrator's Office, Admin Staff Room, Conferrence Room, Cafeteria, Offices & Audio Visual Roomssec. 9512sec. 9512each typeAs per plan/Jardine Building SystemXSManufacturer's Data/Product SampleD.FLOOR FINISHESD.1 Homogeneous Tiles @ Function Roomseach typeAs per plan/Materials ApprovalXSManufacturer's Data/inspection reportD.2 Ceramic Tiles @ Hallways, Retail Shops, Dining Halleach typeAs per plan/Materials ApprovalXSManufacturer's Data/inspection reportD.3 Ceramic Tiles @ Administration Officessec. 9300sec. 93001 sample each typeMariwasa Product or approved equalXSManufacturer's Data/Product SampleD.4 Ceramic Tiles @ Kitchen, Employee's Loungeeach typeAs per plan/Materials ApprovalXSManufacturer's Data/inspection reportD.5 Ceramic Tiles @ Service Areaseach typeAs per plan/Materials ApprovalXSManufacturer's Data/inspection reportD.6 Stone Flooring @ Walkway, Bridgeeach typeAs per plan/Materials ApprovalXSManufacturer's Data/inspection reportD.7 Marble Flooring @ Main Lobby/Halleach typeAs per plan/Materials ApprovalXSManufacturer's Data/inspection reportD.8 Ceramic Tiles @ Bedroom Units ( 1st & 2nd Floor)each typeAs per plan/Materials ApprovalXSManufacturer's Data/inspection reportD.9 Ceramic Tiles @ T&Bsec. 9300sec. 93001 sample each typeMariwasa Product or approved equalXSManufacturer's Data/Product SampleD.10 Genset Areaeach typeAs per plan/Materials ApprovalXSManufacturer's Data/inspection reportD.11 Parking Floor ( Epoxy Painted)each typeAs per plan/Materials ApprovalXSManufacturer's Data/inspection report1.0Homogeneous Floor Tiles - 600mmx1400mm @Main Lobbyeach typeAs per plan/Materials ApprovalXSManufacturer's Data/inspection report2.0Armstrong High Traffic Vinyl Floor Tiles (@Administrator's Office & Admin Staff Room)each typeAs per plan/Materials ApprovalXSManufacturer's Data/inspection report3.0Ceramic Floor Tiles - (@ Administrator's Toilet, Conference Room, Cafeteria, Kitchen, Cafeteria Toilet, Common Toilet & Main Lobby Area, Offices, Common Toilet, Audio Visual Rooms)sec. 9300sec. 93001 sample each typeMariwasa Product or approved equalXSManufacturer's Data/Product Sample

E.WALL FINISHESE.1 Ceramic Wall Tiles @ T&Beach typeAs per plan/Materials ApprovalXSManufacturer's Data/Product SampleE.2 Painting Works1. Interior - Semi-gloss Latexsec.09900sec.09900each typeDavies/Colortex-Stucco; or approved equalXSManufacturer's Data/Product Sample2. Interior- T & B-Semi-gloss Latexsec.09900sec.09900each typeDavies/Colortex-Stucco; or approved equalXSManufacturer's Data/Product SampleF.DOORSF.1 DoorsD1-Aluminum Frame Double Panel, Double Swing Type Door, Powder Coat Matte Finish with 6mm Clear Tempered Glass, 2000x2500mmincluded in list of BOQ but but the Unit Cost was not indicated.( Refer to Instruction to Bidders (ITB) section 11.2)D2-Aluminum Frame Double Panel, Double Swing Type Door, Powder Coat Matte Finish with 6mm Clear Tempered Glass, 1600x2110mmincluded in list of BOQ but but the Unit Cost was not indicated.( Refer to Instruction to Bidders (ITB) section 11.2)D3- Swing Type Double Panel Hollow Core Door in Wood Stain Finish, 1900 x 2100mmincluded in list of BOQ but but the Unit Cost was not indicated.( Refer to Instruction to Bidders (ITB) section 11.2)D4- Solid Wood panel Swing Door in Wooden Frame, Sadolin Finish, 800 x 2100mmincluded in list of BOQ but but the Unit Cost was not indicated.( Refer to Instruction to Bidders (ITB) section 11.2)D5- Wood Flush Type Swing Door in Wooden Frame Varnish Finish, 800 x 2100mmincluded in list of BOQ but but the Unit Cost was not indicated.( Refer to Instruction to Bidders (ITB) section 11.2)D6- Wood Flush Type Swing Door in Wooden Frame Varnish Finish, 700 x 2100mmincluded in list of BOQ but but the Unit Cost was not indicated.( Refer to Instruction to Bidders (ITB) section 11.2)D7 -Steel Swing Door on Steel Frame, Epoxy Frime Finish, 800 x 2100mmincluded in list of BOQ but but the Unit Cost was not indicated.( Refer to Instruction to Bidders (ITB) section 11.2)F.2 Door Jamb Supplyincluded in list of BOQ but but the Unit Cost was not indicated.( Refer to Instruction to Bidders (ITB) section 11.2)D3 - Swing Type Double Panel Hollow Core Door in Wood Stain Finish, 1900 x 2100mmincluded in list of BOQ but but the Unit Cost was not indicated.( Refer to Instruction to Bidders (ITB) section 11.2)D4 - Solid Wood Panel Swing Door in Wooden Frame Sadolin Finish, 800 x 2100mmincluded in list of BOQ but but the Unit Cost was not indicated.( Refer to Instruction to Bidders (ITB) section 11.2)D5 - Wood Flush Type Swing Door in Wooden Frame Varnish Finish, 800 x 2100mmincluded in list of BOQ but but the Unit Cost was not indicated.( Refer to Instruction to Bidders (ITB) section 11.2)D6 - Wood Flush Type Swing Door in Wooden Frame Varnish Finish, 700 x 2100mmincluded in list of BOQ but but the Unit Cost was not indicated.( Refer to Instruction to Bidders (ITB) section 11.2)D7- Steel Swing Door in Steel Frame Epoxy Prime Finish, 800 x 2100mmincluded in list of BOQ but but the Unit Cost was not indicated.(Read Instruction to Bidders (ITB) section 11.2)D-1 Aluminum Frame, Double Panel,Double Swing Type Door, Powder Coated Matte Finish w/ 6mm thk clear tempered glass (2.1m x 2.1m)sec.08111/08211sec.08111/08211each typeAs per plan/Materials ApprovalXSProduct Sample/Inspection ReportD-2 Wooden Frame Swing Type Door, w/ 6mm thk clear tempred glass (.9m X 2.1m) sec.08111/08211sec.08111/08211each typeAs per plan/Materials ApprovalXSProduct Sample/Inspection ReportD-3 Swing Type Hollow Core Flush Door in Wood Stain Finish (.7m x 2.1m)sec.08111/08211sec.08111/08211each typeAs per plan/Materials ApprovalXSProduct Sample/Inspection ReportD-4 Swing Type Hollow Core Flush Door in Wood Stain Finish (.8m x 2.4m)sec.08111/08211sec.08111/08211each typeAs per plan/Materials ApprovalXSProduct Sample/Inspection ReportD-5 Swing Type Hollow Core Flush Door in Wood Stain Finish (.9m x 2.4m)sec.08111/08211sec.08111/08211each typeAs per plan/Materials ApprovalXSProduct Sample/Inspection ReportD-6 Swing Type Double Panel Hollow Core door in wood stain finish (1.8m x 2.1m)sec.08111/08211sec.08111/08211each typeAs per plan/Materials ApprovalXSProduct Sample/Inspection ReportD-7 Wooden Frame Double Panel Swing Type Door, w/ 6mm thk clear tempered glass (1.8m x 2.1m)sec.08111/08211sec.08111/08211each typeAs per plan/Materials ApprovalXSProduct Sample/Inspection ReportG.WINDOWSW-1 Aluminum Frame Awning Type Window in Powder Coated Matte Finish, with 6mm thk. Clear Glass with Sliding Type Windows at lower Panels (Ventanillas) 4800 x 4000mmincluded in list of BOQ but but the Unit Cost was not indicated.( Refer to Instruction to Bidders (ITB) section 11.2)W-2 Aluminum Frame Awning Type Window in Powder Coated Matte Finish, with 6mm thk. Clear Glass with Sliding Type Windows at lower Panels (Ventanillas)3625 x 4000mmincluded in list of BOQ but but the Unit Cost was not indicated.( Refer to Instruction to Bidders (ITB) section 11.2)W-3 Aluminum Frame Awning Type Window in Powder Coated Matte Finish, with 6mm thk. Clear Glass with Sliding Type Windows at lower Panels (Ventanillas) 3625 x 4000mmincluded in list of BOQ but but the Unit Cost was not indicated.( Refer to Instruction to Bidders (ITB) section 11.2)W-4 Aluminum Frame Awning Type Window in Powder Coated Matte Finish, with 6mm thk. Clear Glass with Sliding Type Windows at lower Panels (Ventanillas)400 x 2035mmincluded in list of BOQ but but the Unit Cost was not indicated.( Refer to Instruction to Bidders (ITB) section 11.2)W-1 Aluminum Frame 4-Panels Awning Type Window in Powder Coated Matte Finish, with 6mm thk. Clear Glass with Sliding Type Windows at lower Panels (Ventanillas) 4800 x 4000mmsec. 0820sec. 08920-2.3each typeAs per Plan sheet#A010/Materials Approval
Author: Date issued: july 02, 2010XWManufacturer's Data/Product Sample/Inspection ReportW-2 Aluminum Frame 3-Panel Awning Type Window in Powder Coated Matte Finish, with 6mm thk. Clear Glass with Sliding Type Windows at lower Panels (Ventanillas)3625 x 3200mmsec. 0820sec. 08920-2.3each typeAs per Plan sheet#A010/Materials Approval
Author: Date issued: july 02, 2010XWManufacturer's Data/Product Sample/Inspection ReportW-3 Aluminum Frame Single-Panels Awning Type Window in Powder Coated Matte Finish, with 6mm thk. Clear Glass with Sliding Type Windows at lower Panels (Ventanillas)1276 x 3200mmsec. 0820sec. 08920-2.3each typeAs per Plan sheet#A010/Materials Approval
Author: Date issued: july 02, 2010XWManufacturer's Data/Product Sample/Inspection ReportW-2 Aluminum Frame Single-Panel Open Type Window in Powder Coated Matte Finish, with 6mm thk. Clear Glass with Sliding Type Windows at lower Panels (Ventanillas)3200 x 3200mmsec. 0820sec. 08920-2.3each typeAs per Plan sheet#A010/Materials Approval
Author: Date issued: july 02, 2010XWManufacturer's Data/Product Sample/Inspection ReportH. Waterproofing and Thermal ProtectionH.1 Waterproofing toiletssec.7110-2.1sec.7110-3.1each typeNito proof 600, Brush Bond, Fosroc 3M or approved equalXSManufacturer's Data/Product SampleH.2 AccessoriesH.3 Tools and EquipmentI.Exterior FinishingI.1 Painting (Plain Cement Paint Finish)-sec.09900sec.09900-3.0each type and colorDavies Liquid TileXSManufacturer's Data/Product SampleI.2 Painting(Plain Cement Paint Finish) @ Beam Soffitsec.09900sec.09900-3.0each type and colorPlastron Type RXSManufacturer's Data/Product SampleI.3 Painting(Plain Cement Paint Finish) @ Exterior (12" thk )sec.09900sec.09900-3.0each type and colorPlastron Type RXSManufacturer's Data/Product SampleJ. RoofingJ.1 Concrete Roof Tileseach typeas per plan / Materials ApprovalxwManufacturer's Data/Product SampleK.Specialty ItemsK.1 Lattice Wood Works
Author: unit price is per lotper lotas per plan / Materials ApprovalXSProduct Sample/Inspection ReportVARCHITECTURAL WORKS (SUNDRIES)
Author: Sundries is define also as Miscellaneous Items. Part of Architectural Works

B. Carpentry WorksB.1 Roof Eaves1. 25mm thk solid wood fascia in sadolin finish; 0.12m weach typeas per plan / Materials ApprovalXSProduct Sample/Inspection Report2. 25mm thk solid wood fascia in sadolin finish; 0.314m weach typeas per plan / Materials ApprovalXSProduct Sample/Inspection Report3. Continuous Vent (200mm)each typeas per plan / Materials ApprovalXSProduct Sample/Inspection Report

C. Ceiling WorksC.1 12mm thk plain ficem board ceiling for roof eaveseach typeas per plan / Materials ApprovalXSProduct Sample/Inspection ReportC.2 Cornice for kitcheneach typeas per plan / Materials ApprovalXSProduct Sample/Inspection ReportC.3 Cornice for T&Beach typeas per plan / Materials ApprovalXSProduct Sample/Inspection ReportC.4 Rubbed Concrete Ceilingeach typeas per plan / Materials ApprovalXSProduct Sample/Inspection ReportD. Floor FinishesPRODUCTS/MATERIALS REQUIREMENTS:sec.9300each typemariwasa product or approved equalXSManufacturer's Data/Product SampleE. Wall FinishesE.1 Random Cut for Ramp at Drop offE.2 Painting Workssec.9900each typeDavies Megacryl Latex Paint XSManufacturer's Data/Product SampleF. DoorsPRODUCTS/MATERIALS REQUIREMENTS:sec. 08111/08211each typeas per plan / Materials ApprovalXSProduct Sample/Inspection ReportG. WindowsPRODUCTS/MATERIALS REQUIREMENTS:each typeas per plan (window schedule)XSProduct Sample/Inspection ReportH. Waterproofing and Thermal Protection1.0Waterproofing for kitchensec. 7110sec. 7110-3.0each typeFosroc 3M or approved equalXSManufacturer's Data/Product Sample2.0Waterproofing for underground tanksec. 7110sec. 7110-3.0each typeSec. 7110-2.1 (B)XSManufacturer's Data/Product Sample3.0Accessorieseach typeas per planXSProduct Sample/Inspection Report4.0Tools and Equipmenteach typeas per planXSInspection ReportI.Exterior Finishing1.0Column Cladding (Ledgestones Cladding)each typeas per plan / Materials ApprovalXSProduct Sample/Inspection Report2.0Wall Accent 200mm w x 2730mm heach typeas per plan / Materials ApprovalXSProduct Sample/Inspection Report

L. Metal Works1.01000mm high steel railing with 50x75 rectangular steel handrail steel baluster at 150mm o.c.sec. 5500-2.5.1sec. 5500-2.5.1each typeASTM A53 / Schedule 40XSManufacturer's Cert. of Compliance/ Product Sample/Inspection Report/M. Toilet Accessories2PRODUCTS/MATERIALS REQUIREMENTS:sec.10800-2.1sec. 5500-2.5.1each typeas per plan / Materials ApprovalXSProduct Sample/Inspection ReportVIMECHANICAL WORKSI.Air-conditioning SystemA.Equipment1.0ACCU-G-1 (24HP) - Outdoor Unit - Serves 8 FCUs
Author: ACCU-Air Cooled Condensing UnitFCU-Fan Coil UnitSec. 1(Mech'l)each type with same capacityas per plan / Materials ApprovalXSManufacturer's Cert. of Compliance2.0FCU-G-( 1 up to 8 )Sec. 1(Mech'l)each type with same capacityas per plan / Materials ApprovalXSManufacturer's Cert. of Compliance3.0ACCU-G-2 (24HP) - Outdoor Unit - Serves 6 FCUsSec. 1(Mech'l)each type with same capacityas per plan / Materials ApprovalXSManufacturer's Cert. of Compliance4.0FCU-G-( 9,10,13,14,15,16 )Sec. 1(Mech'l)each type with same capacityas per plan / Materials ApprovalXSManufacturer's Cert. of Compliance5.0ACCU-G-3 (24HP) - Outdoor Unit - Serves 6 FCUsSec. 1(Mech'l)each type with same capacityas per plan / Materials ApprovalXSManufacturer's Cert. of Compliance6.0FCU-G- ( 17 up to 22 )Sec. 1(Mech'l)each type with same capacityas per plan / Materials ApprovalXSManufacturer's Cert. of Compliance7.0ACCU-G-4 (24HP) - Outdoor Unit - Serves 3 FCUsSec. 1(Mech'l)each type with same capacityas per plan / Materials ApprovalXSManufacturer's Cert. of Compliance8.0FCU-G- ( 11,12,23 )Sec. 1(Mech'l)each type with same capacityas per plan / Materials ApprovalXSManufacturer's Cert. of Compliance9.0Wired Remote ControllerSec. 1(Mech'l)each type with same capacityas per plan / Materials ApprovalXSManufacturer's Cert. of Compliance10.0Branch JointSec. 1(Mech'l)each type with same capacityas per plan / Materials ApprovalXSManufacturer's Cert. of Compliance11.0Centralized Remote Controller for VRF SystemSec. 1(Mech'l)each type with same capacityas per plan / Materials ApprovalXSManufacturer's Cert. of ComplianceNote:ACCU- Air Cooled Condensing UnitVRF - Variable Refrigerant FlowFCU-Fan Coil Unit

B.Refrigerant Piping & Accessories1.0Copper Pipe, Type "L" Hard Drawn 6.35,9.52,12.7, 15.88, 19.05,22.2,28.58 - mmSec. 3-1.0(Mech'l)Each type with same diameternot less than 2413 kPa.XSProduct Sample/Inspection Report2.0Copper Pipe FittingsSec. 3-1.0(Mech'l)Each type with same diameteras per plan / Materials ApprovalXSProduct Sample/Inspection Report3.0Refrigerant Pipe Hangers & SupportsSec. 3-1.0(Mech'l)Each type with same diameteras per plan / Materials ApprovalXSProduct Sample/Inspection Report4.0Refrigerant Pipe Insulation, Dual Layer; Inner Layer-Polypropylene/Outer Layer of Polyolefin 6.35,6.35,6.35,6.35, 6.35, 6.35,6.35 mmSec. 3-5.a(Mech'l)Each type with same diametershall be laminated integral aluminum foil vapor barrierXSProduct Sample/Inspection Report5.0Electrical WiringSec. 3-1.0(Mech'l)Each type with same diameteras per plan / Materials ApprovalXSProduct Sample/Inspection Report6.0MiscallaneousSec. 3-1.0(Mech'l)Each type as per plan / Materials ApprovalXSProduct Sample/Inspection ReportPressure Test and DehydrationSec.3-1.0(g)Mech'lEntire SystemHigh side shall be subjected to 350 psig and a low side to a pressure of 150 psig maintained for a period of 24 hrs.XH/WTest ResultII.Ventilation SystemA.Equipment1.0CEF G-1 to CEF G-13 ( Ceiling Exhaust Fan)Sec. 2-5.0(Mech'l)each type with same capacityas per plan / Materials ApprovalXSManufacturer's Cert. of Compliance2.0EAC-1 to EAC-2 (Electronic Air Cleaner)each type with same capacityas per plan / Materials ApprovalXSManufacturer's Cert. of Compliance3.0KEB-1 (Kitchen Exhaust Blower)02750-11.1.1.6(a)each type with same capacityas per plan / Materials ApprovalXSManufacturer's Cert. of Compliance4.0FAB-1 (Fressh Air Blower)02750-11.1.1.6(a)each type with same capacityas per plan / Materials ApprovalXSManufacturer's Cert. of ComplianceB.Ventilation System Ductworks & Accessories1.0BI Sheet Gage #18each typeas per plan / Materials ApprovalXSProduct Sample/Inspection Report2.0Duct Insulation, 12mm thk. X 80kg/m3 PolyesterSec. 3-5.a(Mech'l)each typeas per plan / Materials ApprovalXSProduct Sample/Inspection Report3.0GI Sheet Gage #24each typeas per plan / Materials ApprovalXSInspection Report4.0Duct Hangers and SupportsSec. 3-3.g.1(Mech'l)each typeas per plan / Materials ApprovalXSProduct Sample/Inspection Report5.0700 x 300 FAG (Fresh Air Grille)each typeas per plan / Materials ApprovalXSProduct Sample/Inspection Report6.0PVC Pipe (150, 100)each typeas per plan / Materials ApprovalXSProduct Sample/Inspection Report7.0Vent Cap (100, 150 )each typeas per plan / Materials ApprovalXSProduct Sample/Inspection Report8.0Electrical Wiring for Ventilation Fanseach typeas per plan / Materials ApprovalXSProduct Sample/Inspection Report9.0Motor Controller & Wiring for KEB-1 & FAB-1each typeas per plan / Materials ApprovalXSProduct Sample/Inspection Report10.0Spring Vibrator Isolator for KEB-1 & FAB-1each typeas per plan / Materials ApprovalXSProduct Sample/Inspection Report11.0Miscellaneouseach typeas per plan / Materials ApprovalXSProduct Sample/Inspection ReportVIIELECTRICAL WORKS1. PRODUCTS/MATERIALS REQUIREMENT:A.Main Feeder Line1.0THHN WireElectl 2.5UL 83each sizePhelps Dodge/PhiltexXS/WProduct Sample/Inspection Report2.0PVC pipeElectl 2.2.1NEMA TC/UL 651each sizePVC type EPC-40(NELTEX,EMERALD, ATLANTA)Xw/SProduct Sample/Inspection Report3.0Fittings and AccessoriesElectl 2.1NEMA TC3per locationsec. electl 2.15XS/WProduct Sample/Inspection Report4.0Miscellaneousper locationas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report5.0Civil Workssimilar requirements to the Civil Work Specification (Administration Building)XS/WTest Results/Inspection ReportBLighting & Power Layout1.0THHN WireElectl 2.5UL 83per locationPhelps Dodge/PhiltexXS/WProduct Sample/Inspection Report2.020mm PVC pipeElectl 2.2.1NEMA TC/UL 651per locationPVC type EPC-40(NELTEX,EMERALD, ATLANTA)XS/WProduct Sample/Inspection Report3.0Utility boxelectl 3.1.3.1electl 3.1.3.1each typeMC GILL/MATSUSHITA/SUMITOMOXS/WProduct Sample/Inspection Report4.0Junction box with coverelectl 2.4UL 50each typeSTEEL CITY/APPLETONXS/WProduct Sample/Inspection Report5.0Flexible Conduitelectl 1.1.4UL 360each typeMC GILL/MATSUSHITA/SUMITOMOXS/WProduct Sample/Inspection Report6.0Straight Connectorelectl 2.6UL 48SA/UL 486Ceach typeMC GILL/MATSUSHITA/SUMITOMOXS/WProduct Sample/Inspection Report7.0Locknut & BushingSec. 3.1.2.6NFPA/PECeach type3M/CAMSCOXS/WProduct Sample/Inspection Report8.0Fitting & Accessorieselectl 2.2electl 2.2each typeMC GILL/MATSUSHITA/SUMITOMOXS/WProduct Sample/Inspection Report9.0Miscellaneouseach typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection ReportCLighting Fixtures1.0200W Metal HalideSec. 08625each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report2.0120W Par 38 Ground SpotlightSec. 08625each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report3.0100W lamp postSec. 08625each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report4.0100W Bollard LightSec. 08625each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report5.060W Ceiling PinlightSec. 08625each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report6.050W Recessed Wall Light Flush MountedSec. 08625each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report7.0Parabolic Rectangular Troffer with 2x40WSec. 08625each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report8.040W Linear Fluorescent LightSec. 08625each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report9.040W Linear Fluorescent Light (cove lighting)Sec. 08625each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report10.040W Warm white Fluorescent fixtureSec. 08625each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report11.021" x 21" Solatube 300DS squareSec. 08625each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report12.021" Solatube 330DS with dimmerSec. 08625each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report13.021" Solatube 330DS RoundSec. 08625each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report14.021" Solatube 290DSSec. 08625each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report15.0Exit LightSec. 08625each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report16.0Battery Operated Emergency LightSec. 08625each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report17.0Exhaust FanSec. 08625each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection ReportOthers Please SpecifyDPanel Board & Enclosed Circuit Breaker1.0MDP (Main Distribution Panel)electl 2.10UL67/UL50/UL 489each typeL.J Industriaand FUJI HAYA/SQUARE-D/E.G XS/WProduct Sample/Inspection Report2.0LP (Lighting Panel)electl 2.10UL67/UL50/UL 489each typeL.J Industriaand FUJI HAYA/SQUARE-D/E.G XS/WProduct Sample/Inspection Report3.0MEP/MTS (Main Electl Panel/Manual Transfer Switch)electl 2.10UL67/UL50/UL 489each typeL.J Industriaand FUJI HAYA/SQUARE-D/E.G XS/WProduct Sample/Inspection Report4.0LP 2 (Lightning Panel 2)
Author: Previous Item description:SPelectl 2.10UL67/UL50/UL 489each typeL.J Industriaand FUJI HAYA/SQUARE-D/E.G XS/WProduct Sample/Inspection Report5.0EP/FCU (Elect'l Panel/Fan Coil Unit)electl 2.10UL67/UL50/UL 489each typeL.J Industriaand FUJI HAYA/SQUARE-D/E.G XS/WProduct Sample/Inspection Report6.0PPM (Power Panel Main)electl 2.10UL67/UL50/UL 489each typeL.J Industriaand FUJI HAYA/SQUARE-D/E.G XS/WProduct Sample/Inspection Report7.0PP2 (Power Panel 2)electl 2.10UL67/UL50/UL 489each typeL.J Industriaand FUJI HAYA/SQUARE-D/E.G XS/WProduct Sample/Inspection Report8.0PP (Power Panel 1)electl 2.10UL67/UL50/UL 489each typeL.J Industriaand FUJI HAYA/SQUARE-D/E.G XS/WProduct Sample/Inspection Report9.0800AT, 3P, 230V, NEMA 3Relectl 2.10UL67/UL50/UL 489each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report10.050AT, 3P, 230V, NEMA 3Relectl 2.10UL67/UL50/UL 489each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report11.0125AT, 3P, 230V, NEMA 3Relectl 2.10UL67/UL50/UL 489each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report12.020AT, 3P, 230V, NEMA 3Relectl 2.10UL67/UL50/UL 489each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection ReportEWiring Devices1.0Duplex Convenience outletelectl 2.9NEMA WD 1 /UL50/UL514Aeach typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report2.0Duplex Convenience outlet WPelectl 2.9NEMA WD 1 /UL50/UL514Aeach typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report3.0Duplex Convenience outlet Floor Mountedelectl 2.9NEMA WD 1 /UL50/UL514Aeach typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report4.0Range Outletelectl 2.9NEMA WD 1 /UL50/UL514Aeach typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report5.0Switch 1 gangelectl 2.8NEMA WD 1 /UL50/UL514Aeach typeNATIONAL WIDE SERIES
Author: Electrical Specs Page 7XS/WProduct Sample/Inspection Report6.0Switch 2 gangelectl 2.8NEMA WD 1 /UL50/UL514Aeach typeNATIONAL WIDE SERIESXS/WProduct Sample/Inspection Report7.0Switch 3 gangelectl 2.8NEMA WD 1 /UL50/UL514Aeach typeNATIONAL WIDE SERIESXS/WProduct Sample/Inspection Report8.03Way Switch 3 gangelectl 2.8NEMA WD 1 /UL50/UL514Aeach typeNATIONAL WIDE SERIESXS/WProduct Sample/Inspection Report9.03Way Switch 2 gangelectl 2.8NEMA WD 1 /UL50/UL514Aeach typeNATIONAL WIDE SERIESXS/WProduct Sample/Inspection Report10.0Consumableseach typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection ReportFTelephone System1.0Alphet Cable 12pairseach typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report2.0UTP Cat 5e Cableeach typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report3.0 PVC pipe (32mm,20mm)each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report4.0Utility Boxelectl 3.1.3.2
Author: equivalent to pull out boxesNFPA 70/PEC3.14.2.14each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report5.0Junction boxelectl 2.12electl 2.4each typeVolume greater than 1640 mL, UL 50,hot-dip, zinc-coated, if sheet steel.XS/WProduct Sample/Inspection Report6.0MTTC w/ Backboardeach typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report7.0TTC w/ Backboard 24"x18"x8"each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report8.0Telephone Outletelectl 2.12NEMA TC 3each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report9.0Consumableseach typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection ReportVIIIPLUMBING (Administration Bldg.)AFixtures1.0 MATERIALS REQUIREMENT1.0Water Closest w/ fittings15400 part3-3.2(J)each typeas per plan / Materials ApprovalXS/WManufacturer's Data/Inspection Report2.0Lavatory w/ faucet15400 part3-3.2(J)each typeas per plan / Materials ApprovalXS/WManufacturer's Data/Inspection Report3.0Urinal w/ faucet15400 part3-3.2(J)each typeas per plan / Materials ApprovalXS/WManufacturer's Data/Inspection Report4.0Kitchen Sink with Faucet15400 part3-3.2(J)each typeas per plan / Materials ApprovalXS/WManufacturer's Data/Inspection Report5.0Grease Trap15400 part3-3.2(J)each typeas per plan / Materials ApprovalXS/WManufacturer's Data/Inspection ReportBSewer Lines1.0 MATERIALS REQUIREMENTB.1 Under Ground1.0 PVC Pipes including fittings (150mm,100mm,75mm)15400 Part2-2.3ASTM 2729each sizeNeltex PVC Pipe or approved equivalent, Series 1000 High ImpactXS/WProduct Sample/Inspection ReportB.2 Above Ground1.0 PVC Pipes including fittings (150mm,100mm,75mm,50mm)15400 Part2-2.3AWWA C 900each sizeNeltex PVC Pipe Pressure Class 150 or approved equalXS/WProduct Sample/Inspection Report2.0 Floor Drain 50mm15400 Part2-2.4(E)AWWA C 900each sizeCast Iron Body by ANILEX / METMA 2XS/WProduct Sample/Inspection Report3.0 Floor Clean out ( 150mm ,100mm )15400 Part2-2.4(C)AWWA C 900each sizeCast IronXS/WProduct Sample/Inspection Report2. EXECUTION1.0 Hydrostatic Test1.1 Cold Water Piping System15400 part3-3.11(b)
Author: page 29 & 30 of the plumbing specsentire water systemcold water piping system shall be tested at 200 psi for period of 2 HrsXH/WTest Result / Inspection Report1.2 Newly laid Pipe or Valved Section of piping15400 part3-3.14(A)entire water systemnot less than 120 psi for a period of 24 hrs.XH/WTest Result / Inspection Report2.0 Disinfection15140 part3-3.15(b)entire water systemliquid chlorine or hypochloride; minimum dosage=50 parts per million
Author: Page 30 of the plumbing specs.XH/WInspection ReportSeptic TankSimilar Requirements to Civil WorksCWater Lines: (Vesvo)1.0PPR pipe including fittings15400 Part2-2.1(A.1)DIN16892each typeVesbo Pipes or/ multi layered High Density Polyetelyne Pipes (Philsatherm, Unitec Pipes or Equivlent)XS/WManufacturer's Cert. of Compliance2.0Gate Valves15400 Part2-2.2(D)each typeBrass or Bronze (Honeywell, Tozen or Approved Equivalent)XS/WManufacturer's Cert. of Compliance3.0Hose Bibb 1/2" 15400 Part2-2.8(C)each typeLockable type, suitable for water pressure up to 100 psiXS/WManufacturer's Data/ Product Sample/Inspection Report4.0Float Valve (63mm)15400 Part2-2.2(F)AWWA C 500each sizeClass 150/Bermad or Claval or approved equalXS/WManufacturer's Data/ Product Sample/Inspection Report5.0Foot Valve (63mm)15400 Part2-2.2(E)AWWA C 500each sizeas per plan / Materials ApprovalXS/WManufacturer's Data/ Product Sample/Inspection Report6.0Check Valve (63mm)15400 Part2-2.2(E)AWWA C 500each sizeshall be all bronze construction with the disc swiveling on the hinge and with a disc stop.XS/WManufacturer's Data/ Product Sample/Inspection Report7.0Water Meter 50mm15400 part1-1.2 (A)10each typeas per plan / Materials ApprovalXS/WManufacturer's Data/ Product Sample/ Result of Calibration8.0Pipe Sleeves15400 Part2-2.9(A)each typeBlack Iron Pipe Schedule 40XS/WManufacturer's Data/ Product Sample/ Result of CalibrationDEquipment1.0Pump 60gpm, 5Hp, 3 phase15140 Part2-2.1each typeTDH=140 FT / RPM=3,500XS/WManufacturer's Cert. of Compliance2.0Pump 80gpm, 5Hp, 3 phase15140 Part2-2.1each typeas per plan / Materials ApprovalXS/WManufacturer's Cert. of Compliance3.0Hydropneumatic Tank (528 gals)15140 Part2-2.1each typeWell-X-Trol WX-572 or approved equalXS/WManufacturer's Cert. of ComplianceEStorm Drainage System1.0PVC Pipes15400 2.3(A)ASTM D 2729each typeNEL TEX Polyvinyl Chloride (PVC) Pipe SDR 34 or approved equal.XS/WProduct Sample/Inspection Report2.0PVC fittings2722.2.1.1.1ASTM D 3034each typeNEL TEX Polyvinyl Chloride (PVC) Pipe SDR 34/Series 1000 or approved equal.XS/WProduct Sample/Inspection Report3.0Roof Strainer 75mm7600.3.1(A)7600.3.1(A)each typeas per plan / Materials ApprovalXS/WProduct Sample/Inspection Report4.0Catch BasinSimilar Requirements to Civil Works5.0Parking Drain 100mm15400 Part2-2.1(A)4each typeMetma, Unilex or approved equivalent.XS/WProduct Sample/Inspection ReportIXFIRE PROTECTION SYSTEMIEquipment1Fire Pump and Accessories15500 part II / 02713-2.2.2UL / FMeach type / assembly1.0-Vertical Turbine Type-250 GPM; TDH=184 ft/Electric Motor Driven 1800 RPM (20Hp/ 230V/ 3phase/ 60Hz) with Motor Contoller & Other Standard Accessories 2.0- Peerless horizontal single stageelectric motor driven Fire Pump Model 5 AF10 with Firetrol controller orapproved equal/XS/WManufacturer's Data / Manfacturer's Certificate of Compliance / Inspection Report2.0Jockey Pump02713-2.2.3each type / assemblyGrundfos Series Multi-Stage Centrifugal Pump Series C Model CR4-80U or approved equalXS/WManufacturer's Certificate of Compliance3.0Submersible pumpeach type / assemblyas per planXS/WManufacturer's Certificate of ComplianceIIPiping and Other Accessories1.0BI Pipe Sched. 40, ERW15500 part 9-9.02ASTM A 120/ A 53each sizeSchedule 40XH/WTest ResultsPipe Sleeves15500 Part12-12.04each typeGalvanized steel Pipe-Sched. 40;provision of insulated packed tight fire resistive materials between annular spaces of pipes.XS/WManufacturer's Data/ Product Sample/Inspection Report2.0Pipe Hangers & Supports15500 part 13NFPA 14each typeHoneywel,Tozen, or approved equal
Author: Plumbing Specs page 10XS/WProduct Sample/Inspection Report3.0Check Valve15500 part 9-9.09UL/FMeach typeIron body; Bronze seat ring; Disc Ring; 175 psi (12 Bars) Working Pressure; Approved Manufacturer=CentralXS/WManufacturer's Certificate of Compliance4.0Gate Valve15500 part 9-9.09UL/FMeach typeHoneywel,Tozen, or approved equal
Author: Plumbing Specs page 10XS/WManufacturer's Certificate of Compliance5.0Flexible Connector02750-6.4.11each typeas per plan6.0Fire Horse Cabinet15500 part 9-9.11each typeGauge 16 Steel Body; Allumunum Door Trim; 30 mt Hose pin rack; Full Glass PanelXS/WProduct Sample/Inspection Report7.0Fire Extinguisher, 10lbs, ABC15500 part 9-9.16UL/FMeach typeUL Listed & FM (Factory Mutual) Approved Manufacturer = KiddieXS/WManufacturer's Certificate of Compliance8.0Consumablesas per requiredOwners Instruction / per BOQXS/WInspection ReportTest and Inspectiona. Hydrostatic Pressure Test15500 part14-14.03whole systemnot less than 200 PSIG for a period of 2 HoursXH/WTest Result / Inspection Report

&G