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| 1 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge |
| 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 |
| 3 | Providing and laying in position Cement Concrete of specified grade excluding the cost of centring and shuttering, all work upto plinth level (1:4:8) 1 cement:4 coarse sand:8 graded stone aggreagate 40mm nominal size (crusher) |
| 4 | Providing and laying in position Cement Concrete of specified grade excluding the cost of centring and shuttering, all work ypto plinth level (1:3:6) 1 cement:3 coarse sand:6 graded stone aggreagate 20mm nominal size (crusher) |
| 5 | Brick work with common burnt clay F.P.S (non modular) bricks of class designation 75 in cement mortar 1:6(1 cement : 6 fine sand). Foundation and plinth and super structure upto floor V level. |
| 6 | extra for Brick masonry in superstructure above plinth level upto floor V level. |
| 7 | Supplying and stacking at site Good earth in between approach wall |
| 8 | Spreading of sludge, dump manure or/and good earth in required thickness as per directions of officer in-charge (cost of sludge, dump manure or/and good earth to be paid separately) |
| 9 | 15mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) Boundary wall plaster plaster on closed opening area minor patch work |
| 10 | 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) |
| 11 | steel reinforcement for R.C.C. work including straightening,cutting,bending ,placing in position and binding all complete upto plinth level |
| 12 | Providing and laying in position Cement Concrete of specified grade excluding the cost of centring and shuttering, all work ypto plinth level (1:2:4) 1 cement:2 coarse sand:4 graded stone aggreagate 20mm nominal size (crusher) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for:Suspended floors, roofs, landings, balconies and access platforms |
| 15 | 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 |
| 16 | Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as perIS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches duringtransportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required |
| 17 | providing &fixing of PVC Pipes for drainage severage,rain water flow pipe etc including labour &material costs complete job in all heights(LMR) 4' dia |
| 18 | 6\\" dia |
| 19 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete 20.17.1 For pipes 100 to 250 mm diameter |
| 20 | Constructing brick masonry chamber for underground C.I. inspection chamber and bend with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg ) R.C.C. top slab with 1:1 ½ : 3 mix ( 1 cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : Inside dimensions 455x610 mm and 45 cm deep for single pipe line |
| 21 | Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to matchthe shade of the tiles, including rubbing, cleaning and curing completeon 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse,dark shade using ordinary cement |
| 22 | Painting with synthetic enamel paint of approved brand and manufactureto give an even shade. |
| 23 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. |
| 24 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work |
| 25 | labour for shifting of debries /mulba from adjoining area of blocks to the dumping sites by engaging labours and other miscellenous works like cleaning of backside nallah where boundary wall falls |
| 26 | Engage Trolley for shifting of mulba from site to outer area of municipality |
| 27 | Carriage of material by MT for avg. 13 km lead. Sand |
| 28 | Brick Please Enable Macros to View BoQ information |
