|
| 1 | PROVIDING & FIXING STONE DOOR FRAME OF REQUIRED SIZE INCLUDING DOWELS, GROUTED IN CEMENT MORTAR 1:3 WITH NECESSARY HOLES FOR FIXING HINGES,DOOR BOLT ETC COMPLETE AS PER DIRECTION OF ENGINEER-IN-CHARGE. |
| 2 | 40 mm thick marble chipsflooring, rubbed and polished to granolithic finish,underlayer 28mmthickcement concrete1:2:4(1cement:2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top layer12mmthickwithwhite,black,chocolate,grey,yelloworgreen marble chipsof sizes from 4mmto7mmnominalsize laid incement marblepowdermix3:1(3cement:1 marblepowder)byweightin proportion of 2:3 (4 cement marble powder : 7 marble chips) by volume including cement slurry etc. complete. Dark shade pigment with Ordinary cement. |
| 3 | Centeringandshutteringincludingstrutting,proppingetc.and removal of form for : Foundations,footings,basesofcolumns,etc.for mass concrete. |
| 4 | RANDOM RUBBLE MASONRY WITH HARD STONE IN SUPERSTRUCTUREINCLUDING LEVELLING UP WITH CEMENT CONCRETE 1:6:12 ( 1 CEMENT : 6 COARSE SAND :12 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE ) WITH CEMENT MORTAR 1:6 (1 CEMENT : 6 COARS SAND) |
| 5 | Randomrubblemasonrywithhard stone in foundationand plinthincludinglevelling up withcementconcrete1:6:12(1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) |
| 7 | Half brickmasonrywith F.P.S. brickof classdesignation 75in foundations and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) |
| 8 | BrickworkwithF.P.S.bricksofclassdesignation75in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | ReinforcementforR.C.C. workincludingstraightening,cutting, bending, placing in position and binding all complete. Cold twisted bars |
| 10 | Providingandlayinginpositionspecifiedgradeofreinforced cementconcreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4(1cement:2coarsesand:4gradedstone aggregate 20 mm nominal size) |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement : 4 Course sand : 8 graded stone aggregate 40 mm nominal size) |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 13 | Dismantlingoldplasterorskirtingrakingoutjointsandcleaningthe surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 14 | Filling available excavated earth (excluding rock) in trenches, plinth, sidesoffoundationsetc.in layersnotexceeding20cmindepth, consolidating each depositedlayerby ramming andwatering, lead up to 50 m and lift upto 1.5 m. |
| 15 | Earthworkinexcavationbymechanicalmeans(Hydraulic excavator)/manualmeansinfoundationtrenchesordrains(not exceeding 1.5 m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out theexcavatedsoilanddisposalofsurplusexcavatedsoilas directed, within a lead of 50 m All kinds of soil. |
| 16 | DISMANTLING DOORS WINDOWS AND CLERSTORY WINDOWS (STEEL OR WOOD) SHRTTER INCLUDING CHOWKHATS, ARCHITRAVE, HOLDFASTS ETC. COMPLETE AND DEPOSITING THE SAME IN CENTRAL/SITE STORES.OF AREA 3 SQ.M AND BELOW |
| 17 | Demolishingstonerubblemasonrymanually/bymechanicalmeans including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: In cement mortar |
| 18 | DemolishingR.C.C.workmanually/bymechanicalmeansincluding stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 19 | Demolishingcementconcretemanually/bymechanicalmeans including disposal of material within 50 metres lead as per direction of Engineer - in - charge.1:3:6 or richer mix |
| 20 | Carriage of material by mechanical transport including loading, unloading and stacking: Lime, moorum, building rubbish: Lead 1 KM. |
| 21 | 6 mm cement plaster of mix :1:3 (1 cement: 3 fine sand) |
| 22 | 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) |
| 23 | Cement concrete flooring1:2:4 (1 cement : 2 coarse sand :4graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.40mm thick with 20mm nominal size stone aggregate. |
| 24 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) |
| 25 | Providingand fixing glassstrips injointsofterrazo/cementconcrete floors.40 mm wide and 4 mm thick. |
| 26 | ProvidingandlayingBitumenPenetrationMacadamwithhardstone aggregateofquality,sizeandgradingasspecified,withbitumenof suitable penetration grade including required key aggregate as specified, spreadingcoarseaggregatewith the helpofself propelled / tipper tail mountedaggregatespreaderandapplyingbitumenbyapressure distributor and then spreading key aggregate with the help of aggregate spreader complete including consolidation with road roller of minimum 8 to10tonnecapacitytoachievespecifiedvaluesofcompactionand surface accuracy :For 50mm compactedthicknessusing coarseaggregate of size 50-20 [email protected] 10 sqmkey aggregateofsize12.5 [email protected] cum per10 sqm. With paving asphalt grade VG-10 @ 50 kg/10 sqm. |
| 27 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mmandretainedon180micronsieve)with bitumenusing128kgof bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road roller all complete. |
| 28 | Providing and applying tack coat using hot straight run bitumen of grade VG-10includingheatingthebitumen,sprayingthebitumenwith mechanicallyoperatedspray unitfittedonbitumen boiler,cleaningand preparing the existing road surface as per specifications :On W.B.M. @ 0.75 Kg / sqm. |
