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| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: |
| 2 | 1:4:8 (1 cement:4 coarse sand (zone-3) derived from natural source 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 3 | Brick work with common burnt clay F.P.S (non modular) brick of class designation 150 in foundation and plinth in cement mortar 1:6 |
| 4 | Providing ,Laying Spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 5 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 8 | 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 ormore. |
| 9 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 10 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/10 sqm over an under coat of primer applied @ 0.80 Itr/10 sqm of approved brand and manufacture |
| 11 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm 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 (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required..1.00 mm thick with zinc coating not less than 275 gm/m? |
| 12 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 0.80 mm thick with zinc coating not less than 275 gm/m² |
| 13 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Dark shade pigment using ordinary cement |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 15 | Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of Engineer-in- charge. |
| 16 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 17 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 18 | 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 up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 19 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15.00 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars |
| 21 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 22 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 25 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 26 | 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 |
| 27 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates efc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fastenersetc.).( RECTANGULAR SECTION) |
| 28 | Providing and fixing Nilkamal Plastic 120 Ltr Garbage Dustbin (Pack of 1 Green & 1 Blue |
| 29 | Supply of Decorative Lighting Pole 5.0 metre Hight material of Mild Steel with surface finish Galvanized IP Rating : IP 55,Lighting Color : Cold White 40 watt |
| 30 | Same as above item No-29 but for Fixing of pole |
| 31 | Same as above item No-29 but for 16 M High Mast System |
| 32 | Supply of 16M High Mast System with its accessories. Mast shaft shall be hot dip galvanised (single dip) and suitable for wind velocity as per IS 875 part 3. It shall also include accessories for high mast including head frame, steel wire rope 5mm dia, trailing cable, single drum winch, galvanized lantern carriage arrangement suitable for 4 luminaires symmetrically. The mast shall have provision for mounting integral power tool at the base compartment for its operation. |
| 33 | Supply of foundation bolts manufactured from special steel along with nuts, washers, anchor plates & templates. |
| 34 | Supply of LED type with 6 nos x 180 W LED its control gear boxes. |
| 35 | Supply of twin dome aviation obstruction lights of type BJAOL with 100W GLS lamp. |
| 36 | Supply of control panel ousing suitable control curcuit for automatic switching ON and OFF of the mast. It shall also have suitable controls for operation of Power Tool. |
| 37 | Construction of suitable shallow foundation with 'M20' grade concrete for the high mast considering the safe SBC at site as 10 T/sqmtr at 2 mt depth with all materials & labour. |
| 38 | Erection of the high mast with the help of suitable equipments and wiring of luminaires with all wiring material & labour. |
| 39 | Provision of GI pipe earthing for High Mast with 2.5M long 40mm dia G.I. Pipe including connection of High mast earth terminal with 25 x 3mm GI flats with all materials & labour. |
| 40 | Installation of control panel on suitable foundation including all material & labou |
| 41 | Supplying, drawing, connecting and testing of following size of PVC insulated FRLS copper conductor (as per IS : 694) flexible multicore wire in the existing high mast from control panel to the fitting i/c providing suitable copper lugs connections etc. as reqd.3 x 6 sq.mm |
| 42 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 43 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means |
| 44 | Providing and laying 40mm thick bituminous macadem with 100-120 TPH Hot mix plant producing an average output of 75 tones per hours using crused 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 501.70 to achieve the desired compaction (MORT&H) SPECIFICATION No. 504 |
| 45 | Providing and applying tack coat with bitumen Packed (VG 10) pressure distributor at the rate of 0.20kg per sqm on the prepared granular surface cleaned with mechanical broom. |
| 46 | Providing and laying semi dense graded bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5to5.00 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. |
| 47 | Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
