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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineerin -charge. Nominal concrete 1:3:6 or richer mix (i/cquivalent design mix) |
| 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 f 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 m.completion of work.All kinds of soil. |
| 3 | Disposal of excavated earth lead upto 5.0 Km by mechanical transport. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 5 | 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 (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | S/Fof PVC pipe including all cost of materials, labours & T&P etc. requiredfor proper completion of work. a)- 110 mm dia |
| 8 | S/F of PVC plain bend including all cost of materials, labours & T&P etc. requiredfor proper completion of work. a)-110 mm dia |
| 9 | P/F GI Pipe complete with GI fitting & clamps including cutting & making good wall.a)-20 mm dia pipe |
| 10 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc.: a)- 20 mmNominal bore |
| 11 | S/Fixing of 20mm brass Gate Valve with CI wheel i/c all cost of materials,labours,T&P etc. |
| 12 | Supply and Stacking of Stone crushed grit 40 mm size etc all cost of material,labours and T&P. |
| 13 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature,jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 14 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineerin-Charge. 14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand) |
| 15 | Finishing walls with Acrylic Smooth exterior paint of required shade , Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface |
| 16 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
