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| 1 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering Including shoring and strutting etc. complete. (LIFT UPTO 1.5 M.) By Mechanical Means |
| 2 | ExcavationforfoundationinHardmurumincluding removingtheexcavated materialuptoadistanceof 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming,wateringincludingshoringandstrutting etc. complete.(Lift from 1.5 to 3.0m.) By Mechanical Means |
| 3 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thickincluding hand packing and compacting etc. complete. |
| 4 | Providing antitermite treatment around the periphery as per I.S. 6313 (Part-III) by excavating trenches of 20cm width and exposing the sides of columns and plinth beams upto a depth of 300mm and injecting one percent of chlorodane emulsion concentrate at the rate of 2.25 litres per One Running Metre and refilling the trenches etc. complete covering 2 years guarantee on bond paper. |
| 5 | Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layersincluding watering and compacting etc. complete. |
| 6 | Filling in plinth and floors with contractors material/ broughtfromoutsideand approvedbyEngineerin charge in layers of 15 cm to 20 cm including watering |
| 7 | Providing and filling in the foundation with sand of approved quality includingwatering, compacting etc. complete.(Tobeexecutedwithpriorapprovalof Superintending Engineer) |
| 8 | Conveying materials obtained from exaction including all lifts, laying in layers of 20cmto 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. |
| 9 | Providing and laying Cast in situ/ Ready Mix cement concreteinM-10of trap/granite/quartzite/gneiss metalforfoundationandbeddingincludingbailing out water,Steelcentering, formwork, laying/pumping, compacting, roughening themif specialfinishistobeprovided,finishingifrequired and curing complete ,with fullyautomatic micro process or based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant(Panmixer)etc.complete.With fineaggregate Crushed sand VSI Grade |
| 10 | Providing and laying in situ cement concrete of M-25 gradeofTrap / granite/quartzite/gneiss metal for R.C.C. work like raft, grillages, strips, foundations and footings of R.C.C. columns and steel stanchions includingbailing-out watermanually,including centeringformworkofplywood/steel,compaction, covering newly laid concrete by gunny bag, plastic or tarpaulin,finishingtheformed surfacewithcement mortar 1:3 of sufficient minimum thickness to give a smoothand evensurfaceorrougheningifspecial finishis tobeprovided and curingetc. Complete. (Excludingreinforcement)The cement mortar 1:3 plaster isconsidered for rendering uneven and honeycombedsurface only. |
| 11 | ProvidingandlayingCastinsitu/ReadyMixcement concreteM-25oftrap/ granite/quartzite/gneiss metalforR.C.C.columnsasperdetaileddesignsand drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and evensurfaceorrougheningif specialfinishistobe provided and curing etc. Complete, (Excluding reinforcement and structural steel).with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. Complete. With fine aggregate (Natural Sand / Crushed sand VSIGrade finely washed etc.) |
| 12 | ProvidingandlayingCastinsitu/ReadyMixcement concreteM-25oftrap/ granite/quartzite/gneiss metalforR.C.C.beamsandlintelsasperdetailed designsanddrawingsorasdirectedincludingsteel centering,formwork,cover blocks,laying/pumping, compaction and roughening the surface if special finish istobeprovidedandcuringetc.complete. (Excludingreinforcementand structuralsteel).With fully automatic micro processor based PLC with SCADAenabledreversibleDrumTypemixer/ concreteBatchmixplant (Panmixer)etc.complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc |
| 13 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete |
| 14 | Providing Brickmasonry incementmortal 1.6 using Second Class Burnt Bricks infoundation and plinth of innerwalls/inplinthofexternalwalls including bailing outwatermanually,strikingjointson unexposedfaces,wateringand scaffoldingcomplete |
| 15 | Providing sand faced plaster externally in cement mortar using approved screened sand,in all positions including base coat of 15 mm thick in cement mortar 1:4 using water proofing compound at 1 Kilogramper cement bag curing thesame for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6to8mmthickincementmortar1:4finishing thesurfacebytaking outgrainsand curing for fourteen days scaffolding etc.complete. |
| 16 | Providing and laying in situ cement concrete M20 with trimix treatmentfor100mmthicknessforflooringwithgroove cutting of 4mm wide and 20mm deep with necessaryrefilling with bitumen etc. complete. |
| 17 | Providingandapplyingtwocoatsofexteriorweathershieldpaintofapproved manufactureandofapprovedcolourtotheplasteredsurfacesincludingcleaning, preparingtheplastersurface,applyingprimercoat,scaffoldingifnecessary,and watering the surface for two day set complete. |
| 18 | ProvidingandconstructingBrickMasonryInspectionChamber60cmx45cmx 90cm including1:4:8cementconcretefoundation1:2:4cementconcretechannels halfround G.S.W. pipes, Brick Masonry, plastering from inside and airtightC. I. cover of 75Kilogramwith lid and frame fixed in cement concrete. |
| 19 | Providing and laying machine cut machine polished machine cut Kota stone slabs 20 to 25 mm thick for treads and risers of steps and staircases, with rounded nosing for the treads on a bed of 1:4 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete. |
| 20 | Providing and fixing rolling shutter fabricated from steellaths of minimum thickness0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet notlessthan0.9mmthicknessandofany sizeattopandsafety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical gear) |
| 21 | ADA compliant modular Multilingual and tactile Emergency evacuation map of each floor indicating the current position of the viewer saying \"YOU ARE HERE\" of 15mm heightlettersinredwithwhitebacKilogramround,indicatingtheemergencyexits, locationsoffireextinguishersetc. Signsshallhaveasolidheaderwiththetext “EVACUATION PLAN” in contrasting uppercase letters no less than 3/4\" in height. The size of the board shall be 2ft x 2ft and shall be installed at a heightof 1200mm from FFLand shall be oriented to the position of the viewer as per the direction of the site engineer |
| 22 | PEB – Structural steel E-350Supplying, fabricating, erecting and fixing in position of steel structuresat all elevationsusing fusionwelding qualitysteelE-350 (Fe490)conformingtoIS:2062-2006.Rateshallincludecostof cutting, welding, splice plates and packing plates,transporting,straightening,cleaning,fabricatinganderectinginposition welded/boltedStructuralsteelworkincolumns,beams,trusses,purlins, platforms,ladders,monorails,staircases,supports,strengtheningof steelmembers etc. at site to line and level, supply of approvedbolts/nuts/washers etc. complete as per drawings includingpainting as per G4/G5/G6before erection and all materialsandlabourchargesetc.,completeand including Sand blasting &painted with1coatsof enamel paint(Berger EPILUXSG—HHI 664002)of 35-50microneachcoatwithairlessspraygunoveracoatofzinc chromate primer - 35-50 micron etc.,complete asshown indrawings,as per specifications and as directed by the Engineer-in-Charge /Construction Manager.(Therate quoted shall includecost ofbolts,nuts,washers,weldingand electrodesrequiredforthe complete work). |
| 23 | Structural Steel - Cold Formed Light gaugedSupplying,fabricatingand erecting of ColdFormedLightGaugestructural steel members conforming to IS:801/ IS:811 hot-dip galvanised toIS:4759-96 includingcutting, welding or bolting, splice platesandpackingplates, transporting,straightening, cleaning, fabricating and erecting in position. |
| 24 | Sheeting & Wall CladdingProviding andfixing colourcoatedZincalume (R)AZ150(min150gms/sq.mt. totalon each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel withmin.550MPayieldstrength, metallichot dip coated with Aluminium-Zinc alloy(55% aluminium43.4% zinc1.6%silicon)withCOLORBOND(R)steel quality super durable polyester paint coat ( with inorganicpigment).Thepaintshall haveatotalcoatingthicknessofnominal35um, comprising of nominal25 um exterior coat on top surface and nominal 10 um reverse coaton back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center- to-center. The endribshallbedesignedforanti-capillarygroove.andreturnleg.Thefeed materialshouldhavecoilmanufacturersproductdetailsmarkedaregularinterval. Including fastenerswithmin.fastenedwith min.25 umZinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One SquareMetre) |
| 25 | Roof AccessoriesSupply & Fixing of 0.5 mm thk PPGL roof accessories as per drawing or as directed by engineer in charge .Corner flashing |
| 26 | Centre ridge |
| 27 | Gable flashing |
| 28 | Roof Gutter (Assumed Girth- 600 mm) PPGI 0.5 mm Thk.Supplying,fabricatingand erecting in positionPPGIEaves Gutter of required size with stop ends, all fixing accessories, drop ends, etc., at all elevationslevels & heights including aligning, levelling, providing and fixing bolts, nuts, washers etc., conforming to latest specification includingstraightening,cutting, welding,bendingtoshape, boltingetc.,complete andasdirectedasperengineer incharge /Construction Manager |
| 29 | Downtake PipeProvidingand fixingof the rain water down take pipes of PPGI, the sectional areaof rainwaterdowntakepipesprovidedshallbe generally at the rate of 1 square cm per 70 to 80 square decimetre of roofareadrained.Nospoutshallbelessthan80 mmindiameter. Thespacing ofspoutsshallbearranged tosuittheposition of openingsinthewall includingnecessaryaccessoriesfor fixingthepipeand including all materials and labour charges etc., complete as shownindrawings,asper specificationsandasdirectedbythe Engineer-in-Charge / ConstructionManager. |
| 30 | PolycarbonateSheetSupply &Fixing of 2mm thk polycarbonatesheets asper drawing &asdirected by engineer in-charge. |
| 31 | Turbo VentilatorSupply & Fixing of turbo ventilator with 610 mm throat, having base ring & top plate in stainless steel of 0.8 mm thick, rotated using twin bearings ofSKF-600122 & 600322permanently lubricated&sealed.FixedinFRPbaseplateof2mmthkclear 1.020 mtr wide & 1.7 mtr long. |
| 32 | ROYALTY Sand |
| 33 | ROYALTY Rubble & Hard Murum |
| 34 | MATERIAL TESTING CEMENTStandard Consistency, Fineness, Specific Gravity, Setting Time (Initial & Final), Compressive Strength, Soundness. |
| 35 | MATERIAL TESTING FINE AGGREGATEFineness Modulus (Sieve Analysis), Silt & Clay Content |
| 36 | CONCRETE a) Compressive Strength OF C.C. Cube (Set of 3 cubes). |
| 37 | CONCRETE b) Concrete Mix Design (With all Tests on basic materials) |
| 38 | BRICKS Water Absorption (Set of 5 Bricks), Compressive Strength (Set of 5 Bricks),Efflorescence (Set of 5 Bricks). |
| 39 | RUBBLECrushing Value/Compressive Strength, Water Absorption & Specific Gravity |
| 40 | STEEL Tensile strength Yield stress, ultimate tensile stress. % elongation, weight per running meter, Bend/Rebend test. (Set of 3 Bars) UP to 16mm |
| 41 | MURUM IN PLINTHPlasticity Index |
| 42 | Management Strategies and Implementation Plan (MSIP) tomanagethe Environmental, Social, Health and Safety (ESHS) risks and ESHS Code of Conduct |
