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| 1 | Earthwork 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 ,depth upto 1.5 Mt including disposal of excavated earth upto 1 Mtr from cutting edges, disposed earth to be leveled and neatly dressed in . 1) All kinds of soil. |
| 2 | Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc ( not exceeding 1.M in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan ,depth upto 1.5 Mt including disposal of excavated earth upto 25 Mtr from cutting edges, disposed earth to be leveled and neatly dressed in . 1) ordinary rock |
| 3 | 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. |
| 4 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto1.5 m in -All kinds of soil. |
| 5 | Lettering with black Japan Paint if approved brand and manufacture per letter (Guage writing). |
| 6 | Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 7 | 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) |
| 8 | 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) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for suspended floors, roofs, lendings, balconies and shelves. |
| 10 | Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete |
| 11 | 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level andcuring complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)Nallah stone |
| 14 | Dry random rubble masonry with hard stone in foundation and plinth:.2 Without bond stone Using nallah stone |
| 15 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete. 40mm thick with 20 mm nominal size stone aggregate. |
| 16 | Supply of HDEP pipe 160 mm including cost and all sort of carraige |
| 17 | P/F of Gi union 63/50 mm Nominal bore of approved quality. |
| 18 | Demolishing cement concrete manually/by mechanical means includingdisposal of material within 50 meters lead as per direction of Engineer-incharge:1:3:6 or richer mix (i/c equivalent design mix) |
| 19 | Demolishing stone rubble masonry manually/by mechanical meansincluding stacking of serviceable material and disposal of unserviceablematerial within 50 meters lead as per direction of Engineer-in-charge: In cement mortar |
| 20 | Dry stone pitching, 225mm thick, including cost of stones and preparation of surface. Nallah stone |
| 21 | Constructing muthu bunds, comprising boulders and wood bushes in alternate layers; including working in water situations. |
| 22 | Dry stone pitching (any thickness) excluding cost of stones. 1 On Horizontal |
| 23 | Dry stone pitching (any thickness) excluding cost of stones On Slopes |
| 24 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 25 | Extra for every additional lift of 1.5 m or part there of beyond 1.5 m height for hand-packing of stones in wire-crates |
| 26 | Dumping stone excluding cost of stones.in Horizontal on level |
| 27 | Dumping stone excluding cost of stones. on Slopes (Behind pitching) |
| 28 | Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / sand. |
| 29 | Loading/Unloading sand/ earth filled bags in lorries; lead upto 50m. |
| 30 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Dry |
| 31 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Wet |
| 32 | Shingle clearance from canals. |
| 33 | Weed clearance From canals(including extraction of roots) |
| 34 | Slip clearance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. |
| 35 | Slip clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 36 | Slip clearance In soils; mixed with Decomposed Rocks; by blasting or any other means |
| 37 | Carriage of cement by H/L for 1st 50 mtr |
| 38 | Carriage of sand and Bajri Ist 50 Mtrs by H/L |
| 39 | Carriage of stone Ist 50 Mtrs by H/L |
| 40 | Carriage of steel Ist 50 Mtrs by H/L |
| 41 | Carriage of stone by M/T for 1st 1 km |
| 42 | Carriage of sand and bajri by M/T for 1st 1 km |
| 43 | Carriage of cement by M/T for 1st 1 km |
| 44 | Polythene Sheet 400 g |
| 45 | Mason fitter first class |
| 46 | Labour fitter second class |
| 47 | Supply of stone |
| 48 | Earthwork in excavation by mechanical hydraulic excavator 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 ,depth upto 1.5 Mt including disposal of excavated earth upto 1 Mtr from cutting edges, disposed earth to be leveled and neatly dressed in . 1) All kinds of soil. |
| 49 | Cost of crates |
| 50 | Providing and laying of PVC pipes 150mm dia. |
| 51 | Providing and laying of PVC pipes 200mm dia. |
| 52 | M.S. socket 150mm dia |
| 53 | Clearing Jungle including uprooting of rank vegetation, grass, bruss wood, trees and saplings of girth upto 30 cm mesaured at the height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 54 | Steel reinforcement for R.C.C work ready to use \\"cut and bend\\" rebars of approved make from factory/ workshop to construction site including placing in position and binding all complete above plinth level. Thermo-mechanically treated bars of grades FE500D or more. |
| 55 | M.S. socket 200mm dia |
| 56 | Carriage of crates for first 1 Km by MT |
| 57 | Carriage of crates for first 50 m by HL |
| 58 | Labour for stone chiseling, Removal of trees, boulders from canal of khuls and its surrounding |
| 59 | Laying and fitting of HDEP pipes 160 mm B) Cost of HDEP Collors 160mm to be paid as per stock rate. |
| 60 | 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 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 61 | 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 |
| 62 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1:4 mix |
| 63 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately) Second class kail wood |
| 64 | Providing and fixing 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 kail wood 35mm thick |
| 65 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class Kail wood 35mm thick |
| 66 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 67 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 68 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 69 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts. |
| 70 | 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. |
| 71 | Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand. Medium shade using 50% white cement and 50% ordinary cement. |
| 72 | Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) . |
| 73 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.Size of tile 600x600 mm |
| 74 | 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) |
| 75 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 76 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 77 | 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 Riveted and bolted. |
| 78 | 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 |
| 79 | Colour washing such as green blue or buff to give an even shade 13.48.1 New work (two or more coats) with a basecoat of white washing with lime. |
| 80 | Finishing walls with textured exterior paint of required shade on New work (two or more coats applied @ 3.28 liter/10sqm) over and including base coat of exterior primer applied @ 2.20kg/10sqm |
| 81 | Laying and fitting of HDEP pipes 160 mm B) Cost of HDEP Collors 160mm to be paid as per stock rate. Please Enable Macros to View BoQ information |
