|
| 1 | 11.78 Cum 479.3 5646.154 1.58 Cum 5202.9 8220.582 3.37 Cum 4774.46 16089.9302 33.88 Sqm 286.35 9701.538 9.03 Cum 7571.55 68371.0965 9.03 Cum 1455.65 13144.5195 1.77 Cum 7275.25 12877.1925 177.0 Kg 123.2 21806.4 20.54 Sqm 718.2 14751.828 55.49 Kg 138.2 7668.718 3.72 Sqm 241.25 897.45 18.29 Mtr 262.2 4795.638 40.15 Sqm 283.8 11394.57 9.43 Cum 218.4 2059.512 3.72 Sqm 1107.65 4120.458 16.73 Sqm 1229.1 20562.843 7.62 Sqm 131.85 1004.697 30.48 Sqm 164.6 5017.008 6.1 Mtr 226.15 1379.515 28.02 Sqm 98.75 2766.975 3.05 Mtr 360.55 1099.6775 500.0 ltr 8.75 4375.0 2.0 Each 582.35 1164.7 2.0 Each 5493.25 10986.5 7.62 Sqm 3506.9 26722.578 6.0 Sqm 1367.25 8203.5 1.0 Each 3561.9 3561.9 2.0 point 1400.0 2800.0 1.0 Each 583.25 583.25 4.93 Cum 2439.02 12024.3686 4.93 Cum 1335.02 6581.6486 9290.0 Nos 6.02 55925.8 366305.5474 |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed All kinds of soil |
| 3 | 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 4 | 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 1:3:6 (1 cement : 3 coarse sand : 3 graded crushed stone aggregate 20 mm nominal size) with 20% boulder |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 6 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 7 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | 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) |
| 10 | 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. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platforms |
| 12 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded |
| 13 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 coarse sand) |
| 14 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 15 | Providing and fixing 35 mm thick panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). Second class kail wood |
| 16 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : 3087 marked |
| 17 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate |
| 18 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 19 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm |
| 20 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe (of approved make) with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. White vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 21 | Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar taps. |
| 22 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C waste fittings complete: Semi rigid pipe 32 mm dia |
| 23 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: Sand cast iron S and S as per IS:1729 |
| 24 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 25 | Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931 |
| 26 | Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931 |
| 27 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work-Exposed on wall 15 mm dia. nominal bore |
| 28 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes 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 110 mm diametre |
| 29 | Electric wiring with 1.5 sqmm copper cable including 20 mm dia 2 mm thick PVC pipe 5 amp with sunken box and connection to the main pole complete as directed by engineer-incharge |
| 30 | Carriage of Sand from Source to site of work by Mechanical transport including loading /Unloading complete for an avg dince of 150 km by MT& 500 mtr by H/L |
| 31 | Carriage of Stone agg. Below 40 mm from Source to site of work by Mechanical transport including loading /Unloading complete for an avg. distance of 50 km by MT & 500 mtr by H/L |
| 32 | Carriage of Bricks from Source to site of work by Mechanical transport including loading /Unloading complete for an avg. distance of 150 km Mtr by MT &500 mtr by H/L Please Enable Macros to View BoQ information |
