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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All Kinds of soil. |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc, in layers not exceeding 20cm. in depth; consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) . |
| 4 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 5 | 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. 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): 3 graded stone aggregate 20 mm nominal size).. |
| 6 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately) - All works above plinth level upto floor V level |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landing, balconies and access platform. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, brussumers and cantilevers. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, pier, abutments, posts and struts. |
| 11 | 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. |
| 12 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 13 | Providing and fixing 18 mm thick gang saw cut mirror polished, premoulded and prepolished machine cut for kitchen platform, vanity counters, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touh ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels. Granite of any colour and shade, Area of slab over 0.50 sqm.. |
| 14 | Providing and fixing machine cut, mirror/ eggshell polished , Marble stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge.a. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 15 | Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. |
| 16 | Cutting holes upto 30 x 30 cm in walls including making good the same With common burnt clay F.P.S. (non modular) bricks. |
| 17 | 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, gatesand similar works |
| 18 | 12 mm cement plaster of mix: 1:4 (1cement: 4 fine sand). |
| 19 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work |
| 20 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall, 32 mm nominal outer dia Pipes. |
| 21 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm dia. Nominal bore. |
| 22 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work - 32 mm nominal outer dia Pipes |
| 23 | Providing and fixing brass bib cock of approved quality : 20 mm nominal bore. |
| 24 | Providing and fixing brass stop cock of approved quality. 20 mm nominal bore |
| 25 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 32 mm nominal bore. |
| 26 | Providing and fixing unplasticised PVC connection pipe with brass unions, 30 cm length, 20 mm nominal bore. |
| 27 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI:12701 marked 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. |
| 28 | Providing, laying and jointing UPVC pipe in trenches including testing of joints etc. complete 160 mm diameter. |
| 29 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround PVC pipes including bed concrete as per standard design: 150 mm diameter PVC pipe. |
| 30 | Constructing brick masonary manhole in cement mortar 1:4 (1 cement : 4 coarse sand) R.C.C top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floting coat of neat cement complete as per standard design: Inside size 90 x 80 cm and 45 cm deep including C.I. cover with frame (light duty) 455 x 610 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), With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. |
| 31 | Boring/drilling bore well of 125 mm dia in all type of soil for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level |
| 32 | Providing installation and commissioning of submersible motor pump set 1.00 H.P. with non return value and lowering in bore hole with following specifications:- Capacity : 1.00 H.P.Varun/KSB/ Crompton/ISI approved make as per direction of Engineer-in-charge.) Delivery : 80mm dia. Working Voltage : 220 – 240 V + 10% single Phase A.C. Supply. |
| 33 | Providing and fixing/laying flexible flat submersible cable Finolex make of copper conductor with PVC insulated 3 x 4 Sqmm copper as per IS 694/87 without joint from pump set to panel Board as required. |
| 34 | Development of bore hole by compressor of capacity 10 Kg./Sqm. Including necessary accessories as required including installation, operation and transportation. Please Enable Macros to View BoQ information |
