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| 1 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 2 | R.C.C work |
| 3 | Extra for cutting reinforcement bars manually / by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer -in -charge. |
| 4 | Demolishing brick work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge. |
| 5 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge. |
| 6 | a) In Cement mortar |
| 7 | Earth work in xcavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth.1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in- charge. |
| 8 | All kinds of soil |
| 9 | Filling available excavated earth excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - |
| 11 | -All work upto plinth level: |
| 12 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 13 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level : |
| 14 | 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 15 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level upto floor five level excluding cost of centering,shuttering, finishing and reinforcement : |
| 16 | 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 17 | 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 above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 18 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. |
| 19 | Thermo-Mechanically Treated bars |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 21 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 22 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 23 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 24 | Columns, Pillars, Piers, Abutments, Posts and Struts.. |
| 25 | Brick work with Ist class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in: |
| 26 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 27 | Brick work with Ist class common burnt clay F.P.S.(non modular)bricks in superstructure above plinth level upto floor V level in allshapes and sizes in : |
| 28 | Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 29 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. |
| 30 | In grating, frames, guard bar, railing, brackets, gates and similarworks |
| 31 | 15 mm cement plaster on rough side of single or half brick wall of mix |
| 32 | 1:4 (1 cement: 4 coarse sand) |
| 33 | Applying one coat of cement primer of appvd. qlty. on wall surface. |
| 34 | Finishing walls with water proofing cement paint of required shade : |
| 35 | New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 36 | Applying priming coat:- |
| 37 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works:- |
| 38 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade |
| 39 | Two or more coats on new work |
| 40 | Providing, laying and compacting granular base/sub-base according to lines, grades and cross sections by using naturally occuring sand gravels/conforming to IRC- Grd II of MOST specificatin free from organic or other deleterious constituent spread with motor grader and compacted by rolling with power roller 8-10 capacity in layers not exceeding 150 mm (spread thickness) i/c rolling of road surface to proper level and grades 30 cm width edging on both sides etc. complete as directed by Engineer in charge. |
| 41 | Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) |
| 42 | (i) for Grading I ( 40 mm nominal size ) |
| 43 | a) VG-40 |
| 44 | Tack coat |
| 45 | (i) Tack coat on Bituminous surfacesProviding and applying evenly a priming/tack coat of bitumen emulsion using pressure distributor at the rate of 0.25 kg per sqm on preparedbituminous/granular surface cleaned with mechanical broom. |
| 46 | Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) |
| 47 | Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour |
| 48 | Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) |
| 49 | Providing and laying factory made cement concrete paver interlocking paver blocks of M- 30 grade made by block making machine with strong vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand filing the joints with line sand etc all complete as per the direction of Engineer in charge. Please Enable Macros to View BoQ information |
