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| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil |
| 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 4 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 5 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 6 | Supply of stone 30% Boulders |
| 7 | 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 level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | 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 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 12 | Suspended floors, roofs, landings, balconies and access platforms |
| 13 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 14 | CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand) |
| 15 | 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. |
| 16 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6mm for diagonal braces and central cross piece. |
| 17 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone |
| 18 | Providing and fixing of G.I Guy wire rope including carriages fitting and compleate etc. |
| 19 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : |
| 20 | 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. |
| 21 | Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm |
| 22 | Providing stscking and filling of graded stone agg. (Filter Media) of size 1.0 - 1.5mm, 4-6mm, 0.25-0.35mm in four layers (Nallah) including cariage from source to be identified by Engineer Incharge (NSR) |
| 23 | Labour engaged for replacing of damaged filter media 05 labour for 01 Days |
| 24 | Providing and fixing brass ferrule with C.I. mouth cover includingboring and tapping the main 19.14.1 15 mm nominal bore |
| 25 | Providing and fixing brass bib cock of approved quality.19.9.1 15 mm nominal bore |
| 26 | Carriage of G.I/ HDPE pipes from Nearest Source to road site of work average distance 325 kms by M.T. |
| 27 | Carriage of G.I/HDPE pipes from road side to site of work by manual labor for an average distance of 04 Km. |
| 28 | Carriage of G.I pipes from road side to site of work by manual labor for an average distance of 0.50 Km. |
| 29 | Providing and fixing G.I. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work) HDPE 63 mm Dia |
| 30 | 50 mm dia. nominal bore |
| 31 | 40 mm dia. nominal bore |
| 32 | 15 mm dia. nominal bore |
| 33 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth. Deduct for not watering the excavated earth for banking. |
| 34 | Carriage of stone from nearest source to site of work at an avg. Distance of 0.20 Km By Head Load |
| 35 | Carriage of Cement from nearest source to road side of work for an avg. Disttance 85 Km by Mechanical Transport |
| 36 | Steel |
| 37 | Carriage of Agg. 20mm from nearest source to road side of work for an avg. Disttance 25 Km by Mechanical Transport |
| 38 | Agg. 40 mm |
| 39 | Carriage of Cement from nearest source to road side of work for an avg. Disttance 03 Km by Head Load |
| 40 | Steel |
| 41 | Agg. 20mm |
| 42 | Agg. 40mm |
| 43 | Carriage of Cement from nearest source to road side of work for an avg. Disttance 0.50 Km by Head Load |
| 44 | Steel |
| 45 | Agg. 20mm |
| 46 | Agg. 40mm |
| 47 | Carriage of graded stone agg. (Filter Media) of size 1.0-1.5mm, 4-6mm, 15-25mm in four layers (Nallah) including carriage from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance by mechanical transport 370 Km |
| 48 | Carriage of graded stone agg. (Filter Media) of size 1.0-1.5mm, 4-6mm, 15-25mm in four layers (Nallah) including carriage from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance by Head Load 0.50 Km Please Enable Macros to View BoQ information |
