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| 1 | Earthwork 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 upto1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived fromnatural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources) |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels, bands,plain window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing andreinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). |
| 8 | Centering and shuttering including strutting, propping etc. and removalof form for: Foundations, footings, bases of columns, etc. for massconcrete |
| 9 | Centering and shuttering including strutting, propping etc. and removalof form for:Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 10 | Centering and shuttering including strutting, propping etc. and removalof form for: Columns, Pillars, Piers, Abutments, Posts and Struts |
| 11 | Centering and shuttering including strutting, propping etc. and removalof form for: Suspended floors, roofs, landings, balconies and accessplatform |
| 12 | 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 ormore. |
| 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 14 | Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in superstructure above plinth level up to floorV level: Cement mortar 1:3 (1 cement :3 coarse sand) |
| 15 | 12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) |
| 16 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) |
| 17 | Chequered terrazo tiles 22 mm thick with graded marble chips of size upto 6 mm in floors, jointed with neat cement slurry mixed with pigment tomatch the shade of the tiles, including rubbing and polishing complete, on20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :Light shade pigment using white cement |
| 18 | Providing and fixing Ist quality ceramic glazed wall tiles conforming toIS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of anysize as approved by Engineer-in-Charge, in skirting, risers of steps anddados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarsesand) and jointing with grey cement slurry @ 3.3kg per sqm, includingpointing in white cement mixed with pigment of matching shade complete. |
| 19 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 20 | Painting with synthetic enamel paint of approved brand and manufactureto give an even shade :Two or more coats on new work |
| 21 | Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.:In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 22 | Providing and fixing glazing in aluminium door, window, ventilator shuttersand partitions etc. with EPDM rubber / neoprene gasket etc. complete asper the architectural drawings and the directions of engineer-in-charge .(Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not lessthan 10kg/sqm) |
| 23 | Dry brick pitching half brick thick in drains including supply of bricks andpreparing the surface complete :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 24 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more:Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 26 | Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required:In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works |
| 27 | Providing and placing on terrace (at all floor levels)polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but with outfittings and the base support for tank. (1 nos 1000 ltr tank for 1 unit ) |
| 28 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparingandsubmittingstratachart/borelog,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.All types of soil 300 mm dia (50 rm for 1 unit) |
| 29 | Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20 cm,in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge.(0.35 cum for 1 unit) |
| 30 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.(0.35 cum for 1 unit) |
| 31 | 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,includingrequiredhire&labourcharges,fittings& accessories, all complete, for all depths, as per direction of EIC.150mm nominal size dia having minimum wall thickness 5.00 mm (30 Rm for 1 unit) |
| 32 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labourcharges,fittings&accessories,allcomplete,foralldepths,asperdirectionof Engineer -in-charge.150 mm nominal size dia (20 rm for 1 unit) |
| 33 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content(beyond permissiblelimit),with required capacity air compress or,running the compressor for required time till well is fully developed,measuring yield of well by \\"V\\"notch method or any other approved method,measuring static level & drawd own etc.by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell,all complete,including hire & labour charges of air compressor,tools & accessoriesetc.,all as per requirement and direction of Engineer-in-charge.( 5.00 hr for 1 unit) |
| 34 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe,removable as per requirement,all complete for borewell of:150 mm dia.(1 each for 1 unit) |
| 35 | Providing and fixing M.S.clamp of required dia to the top of casing/ housing pipeof tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm clamp.(1 each for 1 unit) |
| 36 | Providing and fixing Bailplug/Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm dia.(1 each for 1 unit) |
| 37 | Supplying installing in to the 200mm/165 mm nominal dia submersible motor pump set pump capable to discharge 0.70 LPS against a total head up to 70 mtrs of Kirlosker/Jyoti/KSB make as per IS 1520/1980 coupled with 220V, single phase, 50Hz AC and wet type winded submersible motor, including cost of 32 mm dia GM full way wheel valve 32mm dia NR valve heavy type MS clamps-2 Nos etc per requirment, all complete as per direction of E/I (1 set for 1 unit) |
| 38 | 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.32 mm nominal dia Pipes.(21 rm for each unit) |
| 39 | Supplying installing and commissioning of panel board suitable for motor pump set as mentioned in the itemNo.-5, having Voltmeter, ammeter, phase indicating lamps, starters, mains witch fuses inter connection in the panel board including cost of wires etc all complete job as per specification and direction of EIC (1 job for 1 unit) |
| 40 | Cost of PVC insulated copper submersible cable (2.5 sq mm x 3 core) of finolex or equivalent make including lowering and making water proof joints including all taxes and transportation to work site etc as per specification and direction EIC(10 rm for 1 unit) |
| 41 | Supplying and commissioning of 5KVA servo stabilizer of sen & Panditorpagariaor approved equivalent make (Range90V-300V) single phase with cable,change over switch for submersible pumpet call complete as per specification and direction of E/I (1 each for 1 unit) |
| 42 | Supplying and commissioning and fitting perenamalated 3core 6sqmm aluminum service wire from pole to the panel board including cost of wires etc and stretching charges all complete job.(10 Rm for each unit) |
| 43 | Providing and installation of copper plate earthing using copper earth electrode of size 600 mm × 600 mm × 3 mm thick including excavation, supply and installation of copper plate, earth lead, clamps, nuts and bolts, salt and charcoal, watering pipe with funnel, masonry inspection chamber with RCC/CI cover plate with locking arrangement, complete as per IS:3043.(1 set for 1 unit) |
| 44 | Supplying fitting & commissioning of automatic electronic sensor device to stop the motor at the time of over flow of water from over head tank etc.and when the water level in bore well goes down the specified depth.(1 each for 1 unit) |
| 45 | Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well.(4 Rm for each unit) |
| 46 | Providing 32 mm dia GI elbow confirming IS specification including cost of all material labour jointing material all complete job (2 each for each unit) |
| 47 | Supply and fixinng GI Reducing TEE Plain 32 mm dia (2 each for each unit) |
| 48 | Adding Electrification Cost (L/S) (for 4 units) |
| 49 | Dual Sand Media Filter (rate should be inlcusive of taxes) (1 Nos each for 1 unit) |
| 50 | Activated Carbon Filter (rate should be inlcusive of taxes)(1 Nos each for 1 unit) |
| 51 | Commercial RO System with motor and accessories (rate should be inlcusive of taxes)(1 Nos each for 1 unit) |
| 52 | Hot and Cold Water Dispenser (rate should be inlcusive of taxes)(1 Nos each for 1 unit) |
| 53 | Pipe fittings and Water Input (rate should be inlcusive of taxes)(1 work each for 1 unit) |
| 54 | Installation and Commissioning (rate should be inlcusive of taxes)(1 work each for 1 unit) |
| 55 | Include Signboard (1 nos for 1 unit) Please Enable Macros to View BoQ information |
