Tender For Repair And Maintenance Of Quarters At Khetri Nagar Township For The Period Of Two Years, Jhunjhunu-Rajasthan

Tender For Repair And Maintenance Of Quarters At Khetri Nagar Township For The Period Of Two Years; 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 mmgraded@0.60cumper 10 sqmkey aggregateofsize12.5 mmgraded@0.15 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.

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INR 37650.0 /-

INR 18.81 Lakhs /-

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