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| 1 | Earthwork in excavation in foundation trenches in hard soil and disposal of excavated earth as obtained to a distance upto 50M including all lifts, levelling, ramming the foundation trenches,removing roots of trees,shrubs all complete as per approved design, building specification and direction of E/I |
| 2 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) |
| 3 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty, and taxes all complete as per building specification and direction of E/I |
| 4 | 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.1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 5 | Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 6 | Providing designation 75B brick work in C.M (1:6 ) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. |
| 7 | Providing and laying in position cement concrete of 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III): 3 graded stone aggregrate 20mm nominal size) grade excluding the cost of centering and shuttering …do…do |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of column, etc for mass concrete |
| 9 | Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 10 | Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. |
| 11 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) |
| 12 | Providind dewatering 10 hp pump.. Do all complete |
| 13 | providing Tor steel reinforcement of 8mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. |
| 14 | providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. |
| 15 | Carriage of materials Sand |
| 16 | Cement |
| 17 | Stone chips |
| 18 | Bolder |
| 19 | Brick |
| 20 | G.S.T @ 18% |
| 21 | Labour Cess 1% Please Enable Macros to View BoQ information |
