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| 1 | All kinds of soil. |
| 2 | Pipes, cables etc. Exceeding exceeding 300 mm dia |
| 3 | Filling available excavated earth (excluding rock) in trenches,plinth,sidesoffoundationsetc.inlayersnot exceeding20cmindepth,consolidatingeachdeposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 4 | Supplyingandfillinginplinthwith sandunderfloors, includingwatering,ramming,consolidatingand dressing complete. |
| 5 | All kinds of soil |
| 6 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from naturalsources:10gradedstoneaggregate40mm nominal size derived from natural sources) |
| 7 | 1:1½:3(1cement:1½coarsesand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 8 | Retainingwalls, returnwalls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 9 | Making plinth protection 50mm thick of cement concrete 1:3:6(1cement:3coarsesand(zone-III)derivedfrom naturalsources:6gradedstoneaggregate20mm nominalsizederivedfromnaturalsources)over75mm thickbedofdrybrickballast40mmnominalsize,well rammedandconsolidatedandgroutedwithfinesand, includingnecessaryexcavation,levelling&dressing& finishing the top smooth. |
| 10 | 1:1.5:3(1cement:1.5coarsesand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 11 | Reinforcedcementconcreteworkinbeams,suspended floors, roofshaving slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishingandreinforcementwith1:1.5:3(1cement:1.5 coarsesand(zone-III)derivedfromnaturalsources:3 gradedstoneaggregate20mmnominalsizederived from natural sources). |
| 12 | Suspended floors, roofs, landings, balconies and access platform |
| 13 | Lintels,beams,plinthbeams,girders,bressumersand cantilevers |
| 14 | Weather shade, Chajjas, corbels etc., including edges |
| 15 | Thermo-Mechanically TreatedbarsofgradeFe-500D or more. |
| 16 | Thermo-Mechanically TreatedbarsofgradeFe-500D or more. |
| 17 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 20 | Structuralsteel workinsingle section,fixed withor without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 21 | Structural steel work riveted, bolted or welded in built up sections,trussesandframedwork,includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 22 | Using M.S. angels 40x40x6 mm for diagonal braces |
| 23 | Fixingwith15x3mmlugs10cmlongembeddedin cementconcreteblock15x10x10cmofC.C.1:3:6(1 Cement : 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) |
| 24 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5mm,jointsmitredandweldedbyangleiron 35x35x5mmor35x 5mmflatpiecestotheexistingT- ironframeortothewallwithdashfastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 25 | 52mmthickcementconcreteflooringwithconcrete hardener topping, under layer 40 mm thick cement concrete1:2:4(1cement:2coarsesand:4graded stoneaggregate20mmnominalsize)andtoplayer12 mmthickcementhardenerconsistingofmix1:2(1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2litreper50kgofcementoraspermanufacturer\"s specifications.Thisincludescostofcementslurry,but excluding the cost of nosing of steps etc. complete. |
| 26 | 18 mm thick |
| 27 | Cementconcretepavementwith1:2:4(1cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. |
| 28 | 1:6 (1 cement: 6 fine sand) |
| 29 | 1:6 (1 cement: 6 fine sand) |
| 30 | 1:3 (1 cement : 3 fine sand) |
| 31 | 6mmcementplaster1:3(1cement:3finesand) finished with a floating coat of neat cement and thick coat ofLimewashontopofwallswhendryforbearingof R.C.C. slabs and beams. |
| 32 | New work (three or more coats) |
| 33 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 34 | 100 mm diameter pipes |
| 35 | Two or more coats on new work |
| 36 | 150 mm diameter pipe |
| 37 | Class II |
| 38 | WithcommonburntclayF.P.S.(nonmodular)bricks of class designation 7.5 |
| 39 | Up to 600mm dia |
| 40 | Up to 600 mm dia |
| 41 | 150 mm dia pipes |
| 42 | 150 mm dia Ductile Iron Class K-7 pipes |
| 43 | 150 mm dia Ductile Iron Double Flanged |
| 44 | 150 mm diameter C.I. pipe |
| 45 | Gravel packing in tubewell constructioninaccordance withIS:4097,includingprovidinggravelfine/medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. |
| 46 | 200 mm dia |
| 47 | ProvidingandfixingsuitablesizethreadedM.S.capor spout welded plate to the top of bore well housing/casing pipe. 350 mm dia |
| 48 | Electricloggingofboreof350x200mmdiaincluding transportation of logger etc. complete as per direction of E-in-charge. |
| 49 | DevelopmentoftubewellinaccordancewithIS: 2800 (partI)andIS:11189,toestablishmaximumrateof usablewateryieldwithoutsandcontent(beyond permissible limit), with required capacity air compressor, runningthecompressor for requiredtime till wellis fully developed, measuring yield of well by \"V\" notch method or any other approved method,measuring staticlevel & drawdownetc.bystepdrawdownmethod,collecting water samples & getting tested in approved laboratory, i/c disinfectionoftubewell,allcomplete,includinghire& labourchargesofaircompressor,tools&accessories etc., all as per requirement and direction of Engineer-in- charge. |
| 50 | 500 mm dia |
| 51 | 650mm dia |
| 52 | 200 mm nominal size dia having minimum wall thickness 7.10 mm |
| 53 | 350 mm nominal size dia having minimum wall thickness 7.10 mm |
| 54 | 200 mm nominal size dia |
| 55 | 350 mm clamp |
| 56 | Development of tube well by over pumps with V.T. pump etc., all as per requirement and direction of Engineer-in- charge. |
