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| 1 | Clearing jungle including uprooting of rank vegetation,grass,brush wood,trees and saplings upto girth of 30 cms measured at aheight of 1 m above ground level and removal of rubbish upto a distance of 50m outside the periphery of area cleared. |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge. All kinds of soil 80% ord rock 20%: |
| 3 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 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 : |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 Cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) |
| 5 | 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) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto below chainlink level level.1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500 D or more. (Complete Job) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : foundations, footings, bases of columns, etc. for mass concrete |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 11 | 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 and Welded as per site requirement including accesseries for gate complete job |
| 12 | Providing and fixing G. I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per direction of Engineer-in-charge. Made of G. I. wire of dia 4mm. |
| 13 | Painting with ready mixed synthetic enamel paint of approved brand and manufacture in all shades to give an even shade on new steel works.Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 14 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 grade |
| 15 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 16 | Providing and mixing of water proofing chemicals alongwith its application.URV and LW+ |
| 17 | Engage manual labour, for the for various kinds of works in the pheriphery of the enclosure as per the directions of EIC |
| 18 | Engaging of skilled labour for dismantling of chainlink mesh and other type of work as required EIC. |
| 19 | 12 mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4( 1 cement :4 fine sand) |
| 20 | Providing, fixing and laying Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge.External work including trenching, refilling etc: 50mm nominal outer dia valve . |
| 21 | Providing, fixing and laying Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge.External work including trenching, refilling etc: 150 mm nominal outer dia pipes. |
| 22 | Providing, fixing and laying Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge.External work including trenching, refilling etc: 150 mm nominal outer dia valve. |
| 23 | Providing, fixing and laying Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge.External work including trenching, refilling etc: 50mm nominal outer dia valve. |
| 24 | Extra for every additional lift of 1.5 m or part thereof in excavation/bankingexcavated or stacked material : All kinds of soil : |
| 25 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarsesand (zone- III): 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mmthick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete INCLUDING EARTHWORK 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floatingcoat of neat cement complete as per standard design Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : |
| 26 | Supply of boulder for backfilling considering 15 % Voids- by manual/mech means Complete Job |
| 27 | Refixing of interlock tile as per site and direction of EIC |
| 28 | Providing and fixing of chicken mesh in paster as direction of EIC |
| 29 | 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. |
| 30 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.- 110 mm dia |
| 31 | Carriage of materials from source to site of work by M.T. : Sand av. Distance |
| 32 | Carriage of materials from source to site of work by M.T. : Bajri av. Distance |
| 33 | Carriage of materials from source to site of work by M.T. : STONE av. Distance 100 m Please Enable Macros to View BoQ information |
