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| 1 | Surface dressing of the ground including removing vegitation and in equalities not exceeding 15cm deep and disposal of rubbish lead up to 50 metres and lift up to 1.5 metres. |
| 2 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mAll kinds of soil. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 4 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel1: 4:8 ( 1 cement: 4 M.Sand: 8 granite chips ) foundation and plinth.Stone aggregate 40mm nomonal sizederived from natural sources) |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources |
| 8 | Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand(zone-III) derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources). |
| 10 | Providing, hoisting and fixing above plinth level up to floor five level precastreinforced cement concrete work in string courses, bands, copings,bed plates, anchor blocks, plain window sills and the like, including thecost of required centering, shuttering but , excluding cost ofreinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concret |
| 12 | Centering and shuttering including strutting, propping etc. and removalof form forWalls (any thickness) including attached pilasters, butteresses,plinth and string courses etc |
| 13 | Centering and shuttering including strutting, propping etc. and removalof form forSuspended floors, roofs, landings, balconies and accessplatform |
| 14 | Cold twisted steel reinforcement for R.C.C. work including bending, binding and placing in position complete. Thermo Mechanically Treated bars of grade Fe-500Dor more |
| 15 | 6mm cement plaster to ceiling 1:3(1cement :3 metal sand) |
| 16 | 12mm cement plaster 1:3 (1cement :3 metal sand) finished with floating coat of neat cement. |
| 17 | 12mm cement plaster1:6 (1 cement : 6 coarse sand) |
| 18 | Applyingone coat ofWater thinnable cement primer approved brand and manufacture forwall surfaceWater thinnable cement primer |
| 19 | Finishing wall with water proofing cement paint of approved brand and manufacture of required shade on new work (two or more coats applied @3.84Kg/10 sqm) |
| 20 | Providing and fixing PVC pipe half round eaves gutter with M.S brackets including bolts and nuts and necessary fitting as per approved brand and manufacture etc ..complete 100 mm (10kg/sqcms) 63 mm nominal boar |
| 21 | 32 mm |
| 22 | 25 mm |
| 23 | Providing and fixing PVC pipe half round eaves gutter with M.Sbrackets including bolts and nuts and necessary fitting as per approved brand and manufacture etc ..complete 100 mm (10kg/sqcms) |
| 24 | Providing and fixing nominalguage PVC Pipe of approvedquality comple at with special flang compression type fittingsincluding trenching and re filling etc. External work 90 mm nominal bore |
| 25 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabilityfor hot & cold water supply including all CPVC plain & brass threaded fittings This includesjointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.External work 20mm nominal bore |
| 26 | Providing and fixing brass bib cock of approved quality :15 mm nominal bore |
| 27 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :15 mm nominal bore |
| 28 | Providing and Fixingfiltering unit with charcole. M.sandand granite chips etc.complete as directed by Engineer in charge |
| 29 | Providing and placing on floor ( at all floor level )Polythene water storage tank ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet ,outlet and over flow pipe but without fittings and the base support for tank.5000 liter capacity |
| 30 | Providing and Fixing 1 HPMotor with all necessary fittings as perdirectionsofby engineer in charge |
