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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 earth lead upto 50 meters and lift upto 1.5 m, as directed by engineer-in-charge. All kinds of soil : |
| 2 | Supply and laying stone solling graded material ( quarry) i/c consolidation in layers , i/c cost and carriages of material from source to site. |
| 3 | Supplying and filling in plinth with fine sand under floors including, watering,ramming, consolidating and dressing complete. |
| 4 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. And disposal of surplus earth upto 50 meters. |
| 5 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. With earth or quarry spoils etc. And rerolling the subgrade. |
| 6 | Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at omc, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of engineer-in-charge. With material conforming to grade-ii (size range 53 mm to 0.075 mm ) having cbr value-26 |
| 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 8 | 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) |
| 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 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 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 thermo-mechanically treated bars of grade fe-500d or more. |
| 12 | Form work Centering and shuttering including strutting, propping etc. And removal of form for:Foundations, footings, bases of columns etc. For mass concrete. |
| 13 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 14 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in 1:4 cement mortar up to level 5 |
| 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. 10.25.2 in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 16 | 12mm cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) |
| 17 | Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2 mm thick |
| 18 | Finishing walls with 100% premium acrylic emulsion paint havingvoc less than 50 gm/litre and uv resistance as per is 15489:2004, alkali & fungal resistance, dirt resistance exterior paint of required shade (company depot tinted) with silicon additives. 13.94.1 new work (two or more coats applied @ 1.43 litre/10 sqm. Over & including priming coat of exterior primer applied @ 0.90 litre/10 sqm. |
| 19 | Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 20 | 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 using 3mm spacer and filled with epoxy grout in fill 9999.3149011, 300x600/ 400x400/600x600 gvt ( 15mm thick ) |
| 21 | P/l granite stone flooring 18mm thick premoulded, over 20 mm cement mortar bed in 1:4 mix, including grouting with matching pigment colour. Colour and shade as per eic |
| 22 | Supply & stacking good earth |
| 23 | Carriage of good earth within avg lead of 20km |
| 24 | Grassing with selection no. 1 grass including watering & maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds & fit for mowing including supplying of good earth if needed (the good earth shall be paid separately.) In rows 5 cm apart in either direction |
| 25 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking the clods and mixing with sludge or manure in the ration of 8:1 (8 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of sludge or manure after reduction by 8 %), flooding with water, filling with the earth if necessary, watering and finally fine dressing, leveling etc. including stacking & disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 mtr. and lift upto 1.5 mtr. complete (cost of sludge, manure or extra earth to be paid for separately) |
| 26 | 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) |
| 27 | Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure mixing the same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds & fit for mowing & disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure (the good earth shall be paid separately.) |
| 28 | Sitc hot and cold split Ac 2.0 tone capacity mitsubishi brand |
| 29 | Sitc hot and cold split Ac 1.5 tone capacity mitsubishi brand |
| 30 | Installation of split ac's with standard copper pipe , control cable, drain pipe, stablizer automatic, mccb aal complete |
| 31 | P/f velvet curtain i/c white lining cloth with almunium tracker rod i/c making all complete in all respects |
| 32 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 33 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 34 | Sitc 0.5 hp mechanical water motor for lifting water up to water tanks |
| 35 | Sitc of tube well bore 60 ft depth i/c casing pipe upvc, submersible water pump , panel box all complete job |
| 36 | Painting with auto paint i/c surfacer, base coat and top coat ( duco auto coating) |
| 37 | Carriage of material by mt for an avg lead of 15kmSand |
| 38 | Aggregate below 40 MM |
| 39 | Aggregate 40 MM or Above |
| 40 | Bricks Please Enable Macros to View BoQ information |
