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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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level - 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 3 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived fromnatural sources : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 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. 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) |
| 6 | 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. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for :-7(A) :- Columns, Pillars, Piers, Abutments, Posts and Struts |
| 8 | 7(B) Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 9 | 7(C) Suspended floors, roofs, landings, balconies and access platform |
| 10 | 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-500D or more. |
| 11 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived fromnatural sources). |
| 12 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in found ation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand). 10A-In foundation and plinth |
| 13 | 10B-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) |
| 14 | Plastering 11(A) 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) |
| 15 | 11(B) 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) |
| 16 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 12(A) In single section |
| 17 | 12(B) Structural steel work riveted, bolted or welded 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. |
| 18 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, (weight not less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.Second class teak wood: 30mm thick |
| 19 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately) : Second class teak wood : 30 mm thick shutters |
| 20 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 21 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work: 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 |
| 22 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 23 | Providing and fixing aluminium sliding door bolts, ISI marked anodised(anodic coating not less than grade AC 10 as per IS : 1868),transparent or dyed to required colour or shade, with nuts and screws etc. complete 250x16mm |
| 24 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :150x10mm |
| 25 | \\"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.40 mm thick with 20 mm nominal size stone aggregate |
| 26 | DRILLING & DEVELOPMENT OF TUBE WELLS BY HEAVY DUTY DIRECT ROTARY RIG MACHINE ANYWHERE IN UK (UP TO 150M DEEP) 21.Transportation of Suitable truck mounted rig machine,air compressor, OP unit, camp equipage, connected T&P and necessary accessories, casing pipe, tube well assembly housing pipe etc. including loading, unloading, creation and leveling of rig machine up to site of work etc. complete in all respect as per direction of Engineer in charge required for drilling and development of TW. |
| 27 | Erection & Leveling of rig machine at site of work |
| 28 | Drilling of 550 mm dia bore by heavy duty direct Rotary Rig machine in alluvial, boulders, pebbles, rocky stone,sticky clay etc from ground level up to entire deapth for 300 mm dia Linear assembly |
| 29 | Supply of TW Assembly as below: 24A-Supply of 300 mm dia 7.9mm thick M.S.E.R.W. blind & Threaded Pipe |
| 30 | 24B-Supply of 300 mm dia 7.9mm thick M.S.E.R.W. Slotted & Threaded Pipe |
| 31 | 24C-300 mm Dia Bail Plug |
| 32 | 24D-300mm Dia MS Well Cap |
| 33 | 24E-300mm Dia MS Clamp with nuts &bolts |
| 34 | 24F-Supply of Pea gravel of size 1.6mm to 4.8mm |
| 35 | 24G-Surrounding of Pea Gravels in between bore and tube well assembly up to entire depth of tubewell ordered by the department |
| 36 | Preparing & Lowering of TubeWell Assembly Starting from ground level to the required depth including cutting,welding as required at site copmplete with all T&P required. 25A- Fixing of 300 mm dia Bail Plug Nut & U Bolt |
| 37 | 25B-Lowering of 300 mm dia MSERW Housing pipe (Plain & Slotted Pipe) as required |
| 38 | 25C-Fixing of 300 mm dia, 8 mm Thick Tube well cap |
| 39 | 25D-Fixing of 300 mm dia M.S.D.I. Housing Clamp |
| 40 | 25E-Dismantling of Rig machine & Clearance of Site after satisfactory completion of of work |
| 41 | Development of T/W by 350 PSI/1400 CFM air Compressor unit to the satisfaction of Engineer -in- charge to give sand free discharge and Proper packing of Pea Gravels . |
| 42 | Development of T/W by the suitable Submersible OP Unit (Operating Unit) complete with Lowering and lifting of Pumping Plant having required discharge ( approximate 2000 lpm) including running of OP Unit and weld Testing of T350 PSI/1400 CFM air Compressor unit to the satisfaction of Engineer -in- charge to give sand free discharge and Proper packing of Pea Gravels. |
| 43 | Providing and fixing of approved brand 60 HP ISI Marked Submersible Pumpsets to IS:8034:2018 with latest Amendment. Bore size 250 mm and delivery size 200 mm, head upto 80 m complete. |
| 44 | Providing and fixing of approved brand contorl panel for submersible pump of 60 HP complete |
| 45 | Providing and fixing of approved brand 4 Core 50 Sq mm Xlpe Unarmoured Copper Cable for submersible pump |
| 46 | 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. 18.9.10 150 mm nominal dia Pipes metre 6822.70 |
| 47 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) 150 mm diameter - Class II |
| 48 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia having minimum wall thickness 5.00 mm Please Enable Macros to View BoQ information |
