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| 1 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 3 | Demolishing R.C.C. Work manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: |
| 4 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4coarse sand : 8graded stone aggregate 40 mm nominal size) |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | 12 mm Cement Plaster of mix 1:4 (1 Cement:4 Fine sand) |
| 9 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement 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 the joints except at sharp curve shall not to be 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). |
| 10 | Chequerred precast cement concrete tiles 22mm thick in footpath andcourtyard, jointed with neat cement slurry mixed with pigment to matchthe shade of the tiles, including rubbing, cleaning and curing complete,on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand)Medium shade using 50% white cement and 50% ordinarycement. |
| 11 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form work for suspended floor |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for Edges of slab |
| 15 | Applying priming coats with primer of approved brand and manufacture,having low VOC (Volatile Organic Compound) content.With water thinnable cement primer on wall surface havingVOC content less than 50 grams/liter |
| 16 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work |
| 17 | Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 150 mm diametre |
| 18 | Carriage of material by M.T of side including loading unloading complete Sand 10 Km and Stone Agg 10 Km |
| 19 | Removal of mulba from site of work to beyond muncipal Muncipal limits including loading unloading complete |
| 20 | Labour Engaged for clearence of chocked drain at site |
| 21 | construction oif sokage pit as per Engineer incharge |
| 22 | providing and fixing of Inaugration of Name Plate including Pedstal all complete job Please Enable Macros to View BoQ information |
