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| 1 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50M including all lift leaving ramming the foundation trenches removing roots of tress shruds all completeas per approved design, building specification and direction of E/l. |
| 2 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) |
| 3 | Proving coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete job as per building specification and direction of the E/I. |
| 4 | Providing designation 75-B one Brick flat soiling jonts filed with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuteering-all work up to plinth level 1:2:4 (1cement:2coarse sand (zone-III)4graded stone aggregate40 mm nominal size). |
| 6 | Reinforced cement oncrete work in walls (any thickness), including attached pilasters, buttresses ,plinth and string courses, fillets, columns,, pillars, piers,abutments ,posts and struts etc. above plinth level up to floor five level ,excluding cost of centering , shuttering , finishing and reinforcement:1:1.5:3 (1 cement :1.5 coarse sand (zone - III): 3 Graded stone aggregate 20 mm nominal size ). |
| 7 | Reinforced cement oncrete work in walls (any thickness), including attached pilasters, buttresses ,plinth and string courses, fillets, columns,, pillars, piers,abutments ,posts and struts etc. above plinth level up to floor five level ,excluding cost of centering , shuttering , finishing and reinforcement:1:1.5:3 (1 cement :1.5 coarse sand (zone -III): 3 Graded stone aggregate 20 mm nominal size ). |
| 8 | Providing 75B designation Brick work in C.M (1:6) in foundation and plinth with approved quality of clean coarse and of F.M 2 to 2.5 including providing 10mm thick mortar joints cost of screening materials raking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of E/l. |
| 9 | Reinforced cement oncrete work in beams, suspended floors,Roofs having slope up to 15 degree landings, balconoes, shelves,chajjas, lintel, bands ,plain window sills , staircases and spiral stair cases above plinth level up to floor five level ,excluding cost of centering , shuttering , finishing and reinforcement:1:1.5:3 (1 cement :1.5 coarsesand (zone -III): 3 Graded stone aggregate 20 mm nominal size ). |
| 10 | Column |
| 11 | Tiebeam & Column Base |
| 12 | Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royality all complete as per building specification and direction of E/I |
| 13 | Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of |
| 14 | Providing 19 mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete |
| 15 | Providing tor steel reinforcement of 8mm to 16 mm dia rods as per approved design and drawing excluding carrige of bars to work site cutting bending, and drawing excluding wire with cost of wire, removal of rust, placing the roods in position all complete as perbuilding specification and direction of E/l. |
| 16 | Providing 50 mm thick first class patent stone flooring (1:2:4) with stone chips in two layers, bottom layer 19mm thick (1:2:4) with 12 mm to 6mm size graded stone chips and top layer 6 mm thick (1:2:4) with 6mm down stone chips, in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royalty with all complete as per building specification anddirection of E/I |
| 17 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting 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) |
| 18 | Carriage of materials Sand |
| 19 | Cement |
| 20 | Stone chips |
| 21 | Brick |
| 22 | G.S.T @ 18% |
| 23 | Labour Cess 1% Please Enable Macros to View BoQ information |
