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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) manual meatis over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in charge All kinds of soil ([DSR Rate X Bare Rare Factor Without Cost Index X District Code Index]/Base Cost Index (177.50x0.735x110.21-107-134.37) |
| 2 | Disposal of moorum/building rubbish/ malba/similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge (494.10x0.735x110.21.107-374.05) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 min nominal size derived from natural sources) (6518.60x0.735x110.21/107-4934.90) |
| 4 | Reinforced cement concrete 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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) (10852.95x0.735x110.21/107-8216.22) |
| 5 | Reinforced Cement concrete work in beams, sponded flours, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, hands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering. finishing and reinforcement with 1:1.53 (1 cement: 1.5 coarse sandizone-(II) derived from natural sources 3 graded stone aggregate 20 min nominal size derived from natural sources). (11505.50x0.735x116.21/107-8710.23) |
| 6 | Steel reinforcemem for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more (107.85x0.735x110.21/107-81.64) |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 8 | Excavating, supplying, stacking and filling of local carth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 10 | CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix: 1:4 (1 cement: 4 course sand) |
| 11 | Providing and laying Vitrified tiles in differentn sizes (thickness to be specified by the manufacturer'), with water absorption less than 0.08% and conforming to IS. 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 min (1553.45x0.735x110.21/107-1176.03) |
| 12 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement |
| 13 | Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (Icement: 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. Red or equivalent With granite stone of area less than 0.50 sqm. (4746.20x0.735x110.21/107-3593.11) |
| 14 | 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 (172.60x0.735x110.21)/107-130.66) |
| 15 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, 5 including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate (614.20x0.735x110.21 107-464.98) |
| 16 | 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) (7878.50x0.735x110.21/107 |
| 17 | Sanitary Fitting Work.... Etc. With A/C |
| 18 | Electrician Fitting Work.... Etc. With A/C Please Enable Macros to View BoQ information |
