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| 1 | 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 for all lift, as directed by Engineer-in-charge. |
| 2 | All kinds of soil |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 4 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. |
| 5 | All kinds of soil |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete: |
| 9 | 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 10 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. |
| 11 | 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 : |
| 12 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 13 | 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: |
| 14 | 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) |
| 15 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree 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). |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete |
| 18 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 19 | Suspended floors, roofs, landings, balconies and access platform |
| 20 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 21 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but, excluding the cost of 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). |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 24 | 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. |
| 25 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 26 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 27 | G.I. pipes |
| 28 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 29 | 40 mm thick with 20 mm nominal size stone aggregate |
| 30 | 12 mm cement plaster of mix: |
| 31 | 1:4(1 cement: 4 fine sand) |
| 32 | 12 mm cement plaster finished with a floating coat of neat cement of mix: |
| 33 | 1:3(1 cement: 3 fine sand) |
| 34 | 6 mm cement plaster of mix: |
| 35 | 1:3(1 cement :3 fine sand) |
| 36 | Finishing walls with Acrylic Smooth exterior paint of required shade: |
| 37 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 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 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 41 | 50 to 80 mm nominal bore |
| 42 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : |
| 43 | 65 mm nominal bore |
| 44 | 80 mm nominal bore |
| 45 | Providing and fixing sheet covering over expansion joints with iron screws as per design:Aluminium fluted strips 3.15 mm thick |
| 46 | 300 mm wide |
| 47 | Supplying and laying of stone gravel graded size of density about 1600 kg/cum to be used as filter media which are of hard, durable properly rounded and free from impurities etc as per the direction of Engineer-in-charge. |
| 48 | Graded stone gravel of size 18 mm to 33 mm. |
| 49 | Graded stone gravel of size 6 mm to 22 mm |
| 50 | Graded stone gravel of size 2 mm to 4 mm |
| 51 | Graded stone gravel of size 0.7 mm to 1 mm |
| 52 | Supplying and laying of river (coarse) sand as filter media 60 cm thick laid over the gravels in the filter bed having fineness modulus between 1.5 to 2.5 etc. as per the direction of Engineer-in-charge. |
| 53 | Construction of cement concrete chamber of size 90x90x100 cm inside with 25 cm thick Cement concrete walling 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) including earth work in excavation foundation trenches with bed concrete of 20 cm thick concrete 1:3:6 (1cement: 3coarse sand: 6 graded stone aggregate 40 mm nominal size) including 40 mm thick flooring and 12 mm thick inside plastering with cement motar 1:3 ( 1 cement : 3 coarse sand) and covered with 3 mm thick M.S sheet lid of size 1.15x1.15 mtr with priming coat including MS flat of size 40 x 6 mm 2 Nos diagonally and 4 Nos around the MS sheet lid with MS angle 40x40x6mm thick 4 Nos as required including painting with synthetic enamel paint over a priming coat with neccessary arrangement of lock & key (7 lever) standard brand Godrej Navtal etc. complete as per the direction of Engineer -in-Charge. |
| 54 | Supplying, installing, testing and commissioning of Kirloskar make 5 HP super mono premium monoblock diesel pump set having suction and delivery 80 mm x 65 mm or equivalent with all accessories including common base plate, coupling, coupling guard, foundation bolts, coupling flanges, attached fuel tank, suitable foot valve and all other accessories as required. |
| 55 | Supplying, installing, testing and commissioning of Kirloskar make DM 28, 26 HP, 1500 RPM, double cylinder self start, water cooled diesel engine or equivalent coupled with Kirloskar make, 26 SR7 model pump of equivalent with CI construction having suction and delivery 80 mm x 65 mm with all accessories including common base plate, coupling, coupling guard, foundation bolts, coupling flanges, attached fuel tank, suitable foot valve and all other accessories as required and as directed by the Engineer-in-charge. |
| 56 | Providing and fixing High Density Polyethylene (HDPE) pipes confirming to IS: 4984-2016) RM Grade PE-100, having thermal stability for hot & cold water supply, including all HDPE plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-charge.External Work |
| 57 | PN-10 pipe, 63 mm OD (SDR-13.6) |
| 58 | PN-10 pipe, 90 mm OD (SDR-13.6) |
| 59 | Providing and fixing of HDPE ball valve flanged of approved quality: |
| 60 | 63 mm dia |
| 61 | 100 mm dia Please Enable Macros to View BoQ information |
