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| 1 | 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) 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 : 80 % AND 20% ROCK |
| 2 | Earth work 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, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil :25 meter beyond 1 m from cutting edgeAll kinds of soil : 80 % AND 20% ROCK |
| 3 | Filling available excavated earth 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 | Hand-packing stones /Dumping stone in Horizontal on level |
| 5 | Reinforced cement concrete work in well-steining including curing but excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | 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) |
| 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 9 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 10 | 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) |
| 11 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Extra for use of water proofing compound in Cement concrete grade of M 20, at one kg of compound per bag |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms. |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for:EDGE OF SLAB |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for: Well steining |
| 19 | 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) |
| 20 | Brick work with common burnt clay EXTRA FOR SUPERSTRUCTUTE |
| 21 | 6 mm Cement plaster of mix:1 : 3 ( 1 cement : 3 fine sand) |
| 22 | 12 mm Cement plaster of mix:1 : 6 ( 1 cement : 6 fine sand) |
| 23 | 20mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 24 | Dry stone pitching, 225mm thick, including cost of stones and preparation of surfaceNallah stone |
| 25 | 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 |
| 26 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge.Made of G.I. wire of dia 4 mm |
| 27 | Providing and fixing water closet squatting pan ( Indian type W.C. pan) with 100 mm sand cast Iron P or Strap,10 litre low level P.V. C. flushing cistern including flushpipe (of approved make \\"manually controled device conforming to IS:7231, with all fittings andfixtures complete, including cutting and making goodthe walls and floors wherever required Orissa pattern white vitreous china W.C. pan of size 580x440 mm with integral type foot rests. |
| 28 | Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required :White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap |
| 29 | Providing and fixing of C.P Grating of required size (100mm) |
| 30 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS : 8931 15 mm nominal bore |
| 31 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved make conforming to IS : 8931 15 mm nominal bore |
| 32 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall: Note:-(all Items to be paid as per actual used on site) 15MM DIA |
| 33 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank Lsi : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank having valid lSI license]. |
| 34 | Providing and Fixing 1 mm thick M.S.Sheet door with frame of 40x40x6mm angel iron and M.S gusset plates at the junction and corners.all necessary fitting,including applying a primer coat of approved coat steel primer. |
| 35 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 36 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. In colour such as White, Ivory, Grey, Fume Red Brown |
| 37 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in- Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 38 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265mm sizes respectively. |
| 39 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 40 | Extra for providing and mixing waterproofing compound in cement plaster for birck masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:4, 20mm thick cost of materials complete as per specifications. |
| 41 | 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 |
| 42 | Supplying and stacking at site graded crushed stone agg. of size 63 mm to 45 mm(shingleG(II) 150mm thick |
| 43 | Supplying and stacking at site graded crushed stone agg. of size 53 mm to 22.4 mm(Metal G(III) 75mm thick |
| 44 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the requir |
| 45 | Supplying and stacking at site stone screening |
| 46 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. 16.38.1 On W.B.M. @ 0.75 Kg/sqm. |
| 47 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete |
| 48 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 16.63.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 16.63.1A 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 49 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. |
| 50 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 51 | 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- incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 52 | Providing and fixing on wall face un- plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal 110 mm dia tees |
| 53 | Providing and fixing on wall face un- plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal 110mm nominal dia elbow |
| 54 | Providing and fixing on wall face un- plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal 110mm nominal dia END CAP |
| 55 | Providing and fixing on wall face un- plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal 110mm nominal dia PREFORATED SAMPLING PIPE |
| 56 | Providing and fixing on wall face un- plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal 110mm nominal dia end cap (LMR) |
| 57 | Providing and fixing on wall face un- plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal EXPANSION 160MM DIA TEES |
| 58 | Providing and fixing on wall face un- plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal 160mm dia pipes for support (LMR) |
| 59 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 120 mm nominal size (AR) |
| 60 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 80 mm nominal size (AR) |
| 61 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 20 mm nominl size (AR) |
| 62 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 12 mm nominal size (AR) |
| 63 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. Sand / Artificial Sand / Manufactured Sand (AR) |
| 64 | Providing and laying of Brick Aggregate free from debris and dust, includes procuring,transporation and laying into the anaerobic filter as per instruction of Engineer-in-charge |
| 65 | Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2\\" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. Maintenance covers 600 mm x 600 mm x 75 mm |
| 66 | Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2\\" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. Perforated slabs 480 mm x 580mm x 75mm |
| 67 | Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2\\" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. |
| 68 | Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2\\" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. slabs 750 mm x 750 mm x 50 mm |
| 69 | Carriage of materials by MT SAND |
| 70 | Carriage of materials by MT AGGREGATE |
| 71 | Carriage of materials by MT STONE |
| 72 | Carriage of materials by MT BRICKS |
| 73 | ADD COST OF DISPLAY BOARD Please Enable Macros to View BoQ information |