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| 1 | Earthworkexcavationforfoundation(for narrow excavation)tofulldepth asper designed in allsoils and sub soilsexcept soft disintegratedrocknotrequiringblastingand hardrockrequiringblastingandbailingwater wherever necessary. Refilling the sides of foundationwith excavatedearth otherthan sand in layers of well rammed and compacted and depositing the surplus earth inplaces shownbythedepartmentalofficerswithan initialleadof10mandinitialliftof2mand clearingandlevelingthesiteetc.complete complying with standard specification. |
| 2 | Supplying and filling in foundations and basementwithfillingM-sandinlayersnot exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications. |
| 3 | Plain Cement Concrete 1 : 4 :8 ( one part of cement,fourpartsofsandandeightpartsof hard broken stone ) using 40 mm gauge hand brokenhardbrokengranitestonejelly complyingwithstandardspecificationsinfoundations and basement. |
| 4 | Refillingtheapprovedgoodqualityearthin plinths,areadevelopmentetc.wherever specifiedinlayersisnotexceeding200mmthick, with available earth at site. |
| 5 | Supplyingandfillingof goodearthfilling locallyavailableearthtransportedfromthe outside including consolidation,leveling specified inlayersofnotexceeding200mmthick., etc. complete. |
| 6 | Supplyingand erecting Centeringand Shuttering for soffits including necessary supportsandstruttingupto3Mheightfor planesurfacesasdetailedbelowinallfloors with all cross bracings using Mild Steel sheets ofsize90x60cmand10BGstiffenedwith welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists ofsize10cmx6.50cmspacedatabout 90 cm centre to centre and supported by casurina propsof10cmto13cmdiaspacedatnot more than 75 cm centre to centre etc. complete complying with the standard specification.(Paymentforcenteringshallbe given after the concrete is laid). Footing, Plinth Beam, etc. |
| 7 | Plainsurfacessuchasroofslab,floorslab, beams,lintels,loft,sillslab,staircasewaist,portico slab and other similar works. |
| 8 | Providing and layingin position, M-20 Grade inaccordancewithIS:456-2000,using20mm and down grade hard broken granite stone jelly for all RCC Items of works with minimum cementcontentof350kg/m3andmaximum water cement ratio of 0.50, including admixture (Plasticiser / super plasticiser) in recommendedproportionsasperIS:9130to accelerate,ratedsettingofconcrete,improve workability withoutimpairingstrength and durabilitywithabout (5.0cu.m)7730kg.of 20mmmachinecrushedstonejellyandwith about (3.3cum) 5156 kg. of 10-12mm machine crusedstonejellyandwithabout(4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges, centeringandshutteringandalsoincluding laying, vibrating with Mechanical vibrators, finishing, curing, etc.,and providing fixtures like fan clamps inthe RCC Floor/ roof slabs wherever necessary without claiming extra, etc.,Completecomplyingwithstandard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirementsofISStandards.(NoSeparate paymentwillbemadebytheDepartmentfor the excess usage of materials). Foundation & Basement |
| 9 | Ground Floor |
| 10 | Steel - Fe 500 : Supply, fabrication and placingofreinforcementsteelofhighyield strength ribbed barsof variousdiameters and gradeconformingtoIS1786forreinforced concretework.Theworkincludesrecoiling, straightening, cutting, bending, fabricating, and placinginposition,atalllevelsincludinglead andlift,accordingtodrawings,specifications etc.complete andsupply &use of18G black annealedbindingwiredoublefoldtotiethe bars in position and providing precast cement/ PVCcoverblocksformainreinforcementto ensure specified cover and complete., includingalllaborchargesetcasdirectedby departmental officers. |
| 11 | Brick work in following Cement Mortar 1:5 using best quality IIclasstablemoulded bricks8\"3/4x41/4\"X23/4\"forfoundation andbasementincludingcuringetc.,complete complying with standard specification.including scaffolding curing cost of reinforcement etc.all completeasperspecificationsanddrawings as directed by the Engineer in-charge. Foundation basement |
| 12 | Ground floor |
| 13 | Supplying and applying of two coats of putty of3mmthickovertheexposedRCCsurfaceof ceilingincludingfinishingthejointssmoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. TheSurfaceshallthenbeallowedtodryfor atleast 48 hours.It shall then be sand papered (waterproofabrasive sheet) to give a smoothandevensurface. Anyunevenness shallbemadegoodbyapplying1stcoatof puttymixedwithwaterontheentiresurface includingfillinguptheundulationsand applying 2nd coat of putty after 6 hours of 1st coatofputtyandthensandpapering (waterproof abrasive sheet) the same after it is dryandfinishingthesurfacesmoothly,etc., completecomplyingwithstandard specifications and as directed by the DepartmentalOfficers.[Theratesareinclusive of hire charges for grinding machine |
| 14 | Providing&applying12mmthick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand)towallsinternallyinsinglecoatatall levels to correct line and level including chickenwiremeshatalljointsofbrickand concretesurfaceswithminimumoverlapof 150 mm in all directions, scaffolding, rounding off or chambering of corners, offsets, fin/ bands,projections,etc.andcleaningof surface,rakingoutjoints,rougheningof surface, chiselingtheundulatedsurface wherever necessary andcuring,etc., all materialsandlaborcompleteinallrespects includingalllead,liftanddescentand asdirected. |
| 15 | Paving the floor with best quality Vertified Tiles of size 600 x 600 x 8mmof approved colour, shade and quality laid in cement mortar 1:3 (one cement and three crushed stone M.Sand) 20mm thick in all floors and the top pointed with the white cement mixed same colour pigments etc., complete complying with standard specification.(The make and brand of the tiles should be got approved by Executive Engineer before use on works) |
| 16 | of steel sheeted windows ( Three Leaves) with the following specifications. Outer frames of windows made of \"Z\" section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion \"J\" section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made ofF7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18x5mm MS Flat at 0.70kg/m at 3 Nos. for each shutter and additional diagonal stiffners of the same MS flats at all the four corners of each shutters to the suitable length welded to the shutters, for holding the CR Sheets in position firmly. An MS square bar of 12mm size is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc.,complete |
| 17 | Manufacturing, supplying and fixing of Steel doors with following specification.MS angle of size 40x40x6mm at 3.5 kg/m used for outer frame and MS Angle of size 35x35x5mm at 2.6 Kg/m for the shutter frame.Stiffeners with 32x6mm at 1.5 Kg/m MS Flat is provided as the lock rail of the door and welded intact on both ends to the shutter frame.18 G CR Sheets of best quality is laid as panel in the shutter frames.18x5mm at 0.70 kg/m MS flat is welded over the 32x6mm at 1.50kg/m MS Flat on the rear side of the door, sandwiching the CR Sheet for rigidity. Additional stiffeners with 18x5mm at 0.7 Kg/m MS flats are provided diagonally on the rear side of the shutter. 300mm length of hinges 2Nos, for shutter is provided.6 Nos. of 250mm length hold fasts 200mm length specified at the ends are welded to the outer frame of the door.Tower bolt 2 Nos. at the top provided. |
| 18 | Supplying and Painting new plastered internalwallsurfacewithtwocoatsofdistemperingone coat of distemper primer |
| 19 | Supplying and painting the walls with one coat of wall primer and two coats of Exterior emulsion(apexorequivalent)asinstructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications(Thecolourandshadeofthe cementpaintshallbegotapprovedbythe Executive Engineer before use of work). |
| 20 | Paintingnewironworkssuchassteeldoors, windows, ventilators, window bars, balustrades etc., with two coats of best approvedfirst qualityandcolourofsyntheticenamelpaint overtheexistingredoxideprimingcoatinall floors excluding cost of priming coat etc., completecomplyingwithstandard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) |
| 21 | Supplyingandfixingcuddapahslabfor cupboard shelf |
| 22 | Supplying and fixing PVC Rain water down fall pipes of following dia meter etc., complete. |
| 23 | Wiring 2 x 1.5 sq.mm (22/0.30)PVC insulated unsheathed SC.cu.conductor of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with TW switch box with in flush with wall covered with hylem sheet of 3 mm thick with painting of suitable colour for concealedPVC light/ fan point (SD No.25) |
| 24 | Supply and fixing of4\"-18WLED tube with fitting inclusive of all charges M1211 |
| 25 | Wiring 2 x 1.5 sq.mm (22/0.30)PVC insulated unsheathedSC.cu. conductor of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with TW switch box with in flush with wall covered with hylem sheet of 3 mm thick with painting of suitable colour for concealed PVC plug point (SD No.38) 5 pin plug point |
| 26 | supply and fixing of 1200mm sweep AC ceiling fan complete with stepped electronic regulator with 300mm down rod on the existing clamp SD 106 |
| 27 | Supply and run of 2 of 1.50 Sq.mm polythene insulated PVC sheathed heavy duty SC Copperconductor of 1100 V grade on 7/20 GI bearer wire for service connection mains (SD No.64) |
| 28 | Supply and run of 2x4 sqmm (22/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in 25mm dia GI pipe (Class \"B\") suitably bent at both ends with necessary angle iron upright and end supports for mains SD 70 |
| 29 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package} |
