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| 1 | EXTERNAL PAVING WORK |
| 2 | 2.31Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth up to 30 cm measured at a height of 1 m above ground level andremoval of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 3 | 50.2.26.1Filling with contractor own earth (excluding rock) in open areas in layers notexceeding 20 cm in depth, consolidating each deposited layer by ramming andwatering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-incharge. |
| 4 | 16.2Extra for compaction of earth work in embankment under optimum moistureconditions to give at least 95% of the maximum dry density ( proctor density) |
| 5 | 2.2.1Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller orwooden or steel rammers, and rolling every 3rd and top-most layer with power rollerof minimum 8 tonnes and dressing up in embankments for roads, flood banks,marginal banks and guide banks or filling up ground depressions, lead up to 50 m andlift up to 1.5 m:All kinds of soi |
| 6 | 16.78.2Construction of granular sub- base by Providing close graded Material conforming tospecifications, mixing in a mechanical mix plant at OMC, Carriage of mixed materialby tippers to work site, for all leads & lifts, spreading in uniform layers ofspecified thickness with motor grader on prepared surface and compacting withvibratory power roller to achieve the desired density, complete as per specificationsand directions of Engineer-in- Charge.With material conforming to Grade-II (sizerange 53 mm to 0.075 mm ) having CBR Value-25 |
| 7 | 16.91.2Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C.paver block of M-30 grade with approved color design and pattern. |
| 8 | 16.91.1Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.60mm thick cementconcrete paver block of M-35 grade with approved colour, design & pattern. |
| 9 | RR WORK |
| 10 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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 up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 11 | 7.1.1Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarsesand) |
| 12 | SAUCER DRAIN |
| 13 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 14 | 4.3.2Centering and shuttering including strutting, propping etc. and removal of form workfor:Retaining walls, return walls, (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 15 | 4.1.3Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarsesand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 16 | DRAINAGE |
| 17 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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 up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 18 | 4.1.10Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5coarse sand (zone-III) derived from natural sources : 10 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 19 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 20 | 5.33.1.1Providing and laying in position ready mixed or site batched design mix cementconcrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability withoutimpairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. Note: Extra cement up to 10% of the minimum specified cement content indesign mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extra cementAll work upto plinth levelConcrete of M25 grade with minimum cement content of330 kg /cum |
| 21 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 22 | 10.25.2Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer usingstructural steel etc. as required.In gratings, frames, guard bar, ladder, railings,brackets, gates and similar works |
| 23 | RCC RETAINING WALL |
| 24 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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 lift upto 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 25 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 26 | 4.1.10Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5coarse sand (zone-III) derived from natural sources : 10 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 27 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 28 | 5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 29 | 5.33.1.1Providing and laying in position ready mixed or site batched design mix cementconcrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability withoutimpairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. Note: Extra cement up to 10% of the minimum specified cement content indesign mix shall be payable separately. In case the cement content in design mix ismore than 110% of the specified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extra cementAll work upto plinth levelConcrete of M25 grade with minimum cement content of330 kg /cum |
| 30 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 31 | 10.25.2Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer usingstructural steel etc. as required.In gratings, frames, guard bar, ladder, railings,brackets, gates and similar works |
| 32 | 13.48.3Finishing with Deluxe Multi surface paint system for interiors and exteriors usingprimer as per manufacturers specifications:Painting Steel work with Deluxe MultiSurface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqmover an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand andmanufacture |
| 33 | 50.18.8.8.1Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes with one step PVC solvent cement andtesting of joints complete as per direction of Engineer-in-Charge. Concealed work,including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2 |
| 34 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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 up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 35 | 7.1.1Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarsesand) |
| 36 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 37 | 4.1.6Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 38 | 5.33.1.1Providing and laying in position ready mixed or site batched design mix cementconcrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability withoutimpairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. Note: Extra cement up to 10% of the minimum specified cement content indesign mix shall be payable separately. In case the cement content in design mix ismore than 110% of the specified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extra cementAll work upto plinth levelConcrete of M25 grade with minimum cement content of330 kg /cum |
| 39 | 5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 40 | 10.26.3Providing and fixing hand rail of approved size by welding etc. to steel ladder railing,balcony railing, staircase railing and similar works, including applying priming coatof approves steel primer.G.I. pipes |
| 41 | 13.48.3Finishing with Deluxe Multi surface paint system for interiors and exteriors usingprimer as per manufacturers specifications:Painting Steel work with Deluxe MultiSurface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqmover an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand andmanufacture |
| 42 | TOILET BLOCK- CIVIL WORK |
| 43 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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 lift upto 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 44 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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 up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 45 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 46 | 4.1.10Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5coarse sand (zone-III) derived from natural sources : 10 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 47 | 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 48 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 49 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts |
| 50 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 51 | 5.9.19Centering and shuttering including strutting, etc. and removal of form for:Weathershade, Chajjas, corbels etc., including edges |
| 52 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 53 | 5.9.16.1Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 54 | 5.33.1.1Providing and laying in position ready mixed or site batched design mix cementconcrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability withoutimpairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. Note: Extra cement up to 10% of the minimum specified cement content indesign mix shall be payable separately. In case the cement content in design mix ismore than 110% of the specified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extra cement All work upto plinth levelConcrete of M25 grade with minimum cement content of330 kg /cum |
| 55 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 56 | 5.33.2.1Providing and laying in position ready mixed or site batched design mix cementconcrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability withoutimpairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. Note: Extra cement up to 10% of the minimum specified cement content indesign mix shall be payable separately. In case the cement content in design mix ismore than 110% of the specified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extra cementAll work above plinth level upto floor V levelConcrete of M25 grade with minimumcement content of 330 kg /cum |
| 57 | 5.22A.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete above plinth level.Thermo - MechanicallyTreated bars of grade Fe-500D or more |
| 58 | 50.6.1.4Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cmor nearest available size confirming to IS 2185 part I of 1979 for foundation andplinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etccomplete |
| 59 | 50.6.1.5Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cmor nearest available size confirming to IS 2185 Part I of 1979 for super structure up tofloor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etccomplete |
| 60 | 50.6.3.2Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cmor nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) includingcost of scaffolding complete |
| 61 | 9.48.1Providing and fixing M.S. Grills of required pattern in frames of windows etc. withM.S. flats, square or round bars etc. including priming coat with approved steelprimer all complete.Fixed to steel windows by welding |
| 62 | 21.1.1.2Providing and fixing aluminium work for doors, windows, ventilators and partitionswith extruded built up standard tubular sections/ appropriate Z sections and othersections of approved make conforming to IS : 733 and IS: 1285, fixing with dashfasteners of required dia and size, including necessary filling up the gaps at junctions,i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc.Aluminium sections shall be smooth, rust free, straight, mitred and jointedmechanically wherever required including cleat angle, Aluminnium snap beading forglazing /paneling, C.P. brass/ stainless steel screws, all complete as per architecturaldrawings and the directions of Engineer-in-charge.(Glazing, paneling and dashfasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating50 micron) |
| 63 | 21.1.2.2For shutters of doors, windows & ventilators including providing and fixinghinges / pivots and making provision for fixing of fittings wherever requiredincluding the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paidfor separately)Powder coated aluminium (minimum thickness of powder coating 50micron) |
| 64 | 21.2.1Providing and fixing 12 mm thick prelaminated particle board flat pressed three layeror graded wood particle board conforming to IS : 12823 Grade I Type II, in panellingfixed in aluminum doors, windows shutters and partition frames with C.P. brass /stainless steel screws etc. complete as per architectural drawings and directions ofEngineer - in- Charge.Pre-laminated particle board with decorative lamination on oneside and balancing lamination on other side |
| 65 | 21.3.1Providing and fixing glazing in aluminium door, window, ventilator shutters andpartitions etc. with EPDM rubber / neoprene gasket etc. complete as per thearchitectural drawings and the directions of Engineer - in -Charge. ( Cost ofaluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mmthickness (weight not less than 10kg/sqm) |
| 66 | 21.11.1Providing and fixing stainless steel (SS 304 grade) adjustable friction window staysof approved quality with necessary stainless steel screws etc. to the side hungwindows as per direction of Engineer - in-Charge complete.205 x 19 mm |
| 67 | 21.15.2Providing and fixing aluminium casement windows fastener of required length foraluminium windows with necessary necessary screws etc. complete.Powder coatedminimum thickness 50 micron aluminium |
| 68 | 21.16.2Providing and fixing aluminium round shape handle of outer dia 100 mm with SSscrews etc. complete as per direction of Engineer-in-Charge.Powder coated minimumthickness 50 micron aluminium |
| 69 | 13.1118 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 ( 1cement : 6 fine sand) |
| 70 | 13.16.16 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand |
| 71 | 11.37AProviding and fixing 1st quality ceramic glazed floor 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 Mortar1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqmincluding pointing in white cement mixed with pigment of matching shade complete |
| 72 | 11.37Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to bespecified by the manufacturer) of 1st quality conforming to IS : 15622 of approvedmake in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thickcement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @3.3 kg/sqm including pointing the joints with white cement and matching pigmentetc., complete |
| 73 | 4.17Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarsesand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mmnominal size derived from natural sources) over 75mm thick bed of dry brickballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing thetop smooth. |
| 74 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 75 | 13.48.1Finishing with Deluxe Multi surface paint system for interiors and exteriors usingprimer as per manufacturers specifications:Two or more coats applied on walls @1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10sqm |
| 76 | 13.48.3Finishing with Deluxe Multi surface paint system for interiors and exteriors usingprimer as per manufacturers specifications:Painting Steel work with Deluxe MultiSurface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqmover an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand andmanufacture |
| 77 | 22.6Providing and laying water proofing treatment on roofs of slabs by applying cementslurry mixed with water proofing cement compound consisting of applying : a) aftersurface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with waterproofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass clothwhen the first layer is still green. Overlaps of joints of fibre cloth should not be lessthan 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarsesand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by watercuring for 48 hours. The entire treatment will be taken upto 30 cm on parapet walland tucked into groove in parapet all around. d) fourth and final layer of brick tillingwith cement mortar (which will be paid for separately. For the purpose ofmeasurement the entire treated surface will be measured) |
| 78 | TOILET BLOCK -PLUMBING |
| 79 | 17.2.1Providing and fixing white vitreous china pedestal type water closet (European typeW.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, includingflush pipe, with manually controlled device (handle lever), conforming to IS : 7231,with all fittings and fixtures complete, including cutting and making good the wallsand floors wherever required:W.C. pan with ISI marked white solid plastic seat andlid |
| 80 | 50.17.1.4Supplying and fixing CP Health faucet good quality including cost of materials andlabour charges etc. complete as per the direction of site engineer-in-charge. |
| 81 | 17.7.4Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever require:White Vitreous China Flat backwash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap |
| 82 | 18.53.1Providing and fixing C.P. brass angle valve for basin mixer and geyser points ofapproved quality conforming to IS: 893115 mm nominal bore |
| 83 | 18.54.1Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominalbore, 86 mm long, weighing not less than 88 gms |
| 84 | 50.17.1.1Supplying and fixing Stainless steel soap dish including cost of materials and labourcharges etc complete as per the direction of site Engineer-in-charge. |
| 85 | 50.17.1.3Supplying and fixing CP Towel rod 60cm or nearest available length including cost ofmaterials and labour charges etc complete as per the direction of site Engineer-incharge. |
| 86 | 18.22.1Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet:100 mm diameter |
| 87 | 18.8.1Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brassthreaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes& fittings, with one step CPVC solvent cement and the cost ofcutting chases and making good the same including testing of joints complete as perdirection of Engineer-in-Charge. Concealed work, including cutting chases andmaking good the wall etc.15 mm nominal dia pipes |
| 88 | 18.8.2Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brassthreaded 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 ofcutting chases and making good the same including testing of joints complete as perdirection of Engineer-in-Charge. Concealed work, including cutting chases andmaking good the wall etc.20 mm nominal dia pipes |
| 89 | 18.7.4Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brassthreaded fittings including fixing the pipe with clamps at 1.00 m spacing. Thisincludes jointing of pipes & fittings with one step CPVC solvent cement andtesting of joints complete as per direction of Engineer -in-Charge. Internal work -Exposed on wall32 mm nominal dia pipes |
| 90 | 18.9.4Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply including all CPVC plain & brassthreaded fittings. This includes jointing of pipes & fittings with one step CPVCsolvent cement, trenching , refilling & testing of joints complete as per directionof Engineer- in-Charge. External work32 mm nominal dia pipes |
| 91 | 18.17.2Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :32 mm nominal bore |
| 92 | 18.48Providing and placing on terrace (at all floor levels) polyethylene water storage tank:ISI 12701 marked, with cover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes but without fittings and the basesupport for tank. |
| 93 | 18.58.2.1Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid150 mm nominal size square 100 mmdiameter of the inner hinged round grating |
| 94 | 50.18.8.5.2Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solventcement and testing of joints complete as per direction of Engineer-in-Charge.Concealed work, including cutting chases and making good the wall etc. 40 mm pipe6Kgf/cm2 |
| 95 | 50.18.9.7.1Providing and fixing PVC pipes includings of pipes with one step PVC solventcement, trenching refilling & testing of joints complete as per direction ofEngineer in Charge. 63 mm dia 6Kgf/cm2 |
| 96 | 50.18.9.9.1Providing and fixing PVC pipes includings jointing of pipes with one step PVCsolvent cement, trenching, refilling & testing of Joints complete as per directionof engineer in charge.110 mm dia 6Kgf/cm2 |
| 97 | 50.18.9.19.2Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 mspacing. This includes jointing of pipes with one step PVC solvent cement and testingof joints complete as per direction of Engineer-in-Charge 110 m dia 4 Kgf/cm2 -External work - Exposed on wall |
| 98 | 50.18.9.22.8Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes,including jointing with PVC solvent cement -110 mm dia Vent cowl |
| 99 | SEPTIC TANK & SOAK PIT |
| 100 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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 lift upto 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 101 | 4.1.10Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5coarse sand (zone-III) derived from natural sources : 10 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 102 | 51.19.ST4Supplying and installing ready made PVC Septic tank including the cost of carriage,trenching, placing at the level below ground level as specified as per the direction ofengineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparationof bed shall be paid separately)<br> 4. 35 to 50 flush capacity |
| 103 | 19.32.1Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honeycomb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 |
| 104 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 105 | 5.33.1.1Providing and laying in position ready mixed or site batched design mix cementconcrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability withoutimpairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. Note: Extra cement up to 10% of the minimum specified cement content indesign mix shall be payable separately. In case the cement content in design mix ismore than 110% of the specified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extra cementAll work upto plinth levelConcrete of M25 grade with minimum cement content of330 kg /cum |
| 106 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 107 | ELECTRICAL |
| 108 | 90.6.10.1Supply and fixing of following sizes of light gauge PVC conduit along withaccessories in surface/ recess including cutting the wall and making good the same incase of recessed conduit as required20 mm |
| 109 | 1.3.1Wiring for light point/ fan point / exhaust fan point / call bell point with 1.5 sq.mmFRLS PVC insulated copper conductor single core cable in surface / recessed steelconduit, with modular switch, modular plate, suitable GI box and earthing the pointwith 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc asrequired.Group A |
| 110 | 1.12Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductorsingle core cable in surface/ recessed medium class PVC conduit along with 1 No 4sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing asrequired. |
| 111 | 90.3.1Conveyance, installation, testing and commissioning of pre-wired fluorescent lightfittings with all accessories and fluorescent lamps of all types directly on wall andgiving connections with 16/0.20 mm 3 core PVC insulated and sheathed round copperconductor flex wire or extending the original wiring and giving connections asrequired |
| 112 | 90.10.3.14Supply and Fixing the following modular switches & accessories in the existingfront plates and giving necessary connections as required (RoHS compliant )25A SPswitch with indicator |
| 113 | 5.1Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, andproviding masonry enclosure with cover plate having locking arrangement andwatering pipe etc. (but without charcoal/ coke and salt ) as required. |
| 114 | 2.1.1Providing and fixing following capacity TP&N disconnector fuse switch unitinside the existing panel board with ISI marked HRC fuses including drilling holes incubicle panel, making connections, etc. as required.32 Amp TP & N |
| 115 | 2.14.1Supplying and fixing following rating, double pole, (single phase and neutral),240volts, residual current circuit breaker (RCCB), having a sensitivity current 30 milliamperes in the existing MCB DB complete with connections, testing andcommissioning etc. as required.25 amps |
| 116 | 2.23.1Supplying and fixing Cable End Boxes (IP 43) suitable for following single poleand neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess,complete with testing and commissioning etc. as required.For 6 way, Double door SPN MCBDB |
| 117 | 90.9.2.12Supply and fixing 100 x 50 mm PVC Cable Management System with base and lid along with the following accessories conforming to IEC 61084/ BS 476 & 4678on surface / recess including cutting the wall and making good the damages in caseof recessed installation as required.1 to 3 module mounting box |
| 118 | 11.1.1Erection of RCC/ PCC pole of following length in brick ballast and ramming thefoundation,finishing with 150mm thick cement concrete (1:3:6) layer on top with includingexcavation and refilling etc as required.Above 4.5 metre and upto 6.5 metre |
| 119 | OD349310/2025-2026ELECTRICAL POST |
| 120 | 2.14.3Supplying and fixing following rating, double pole, (single phase and neutral),240volts, residual current circuit breaker (RCCB), having a sensitivity current 30 milliamperes in the existing MCB DB complete with connections, testing andcommissioning etc. as required.63 amps |
| 121 | 2.23.4Supplying and fixing Cable End Boxes (IP 43) suitable for following single poleand neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess,complete with testing and commissioning etc. as required.For 14 way, Double door SPN MCBDB |
| 122 | Water connection charges (KWA) |
| 123 | Connection charges - KSEB |
| 124 | EXCLUSIVE OF GST |
| 125 | Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL |
| 126 | 2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items |
| 127 | 3.Rate should be Exclusive of GST. |
| 128 | 4.Work should be executed as per DSR/PWD specification and direction of Engineer at site. |
| 129 | 5.CEMENT: Make use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference. |
| 130 | 6.RCC: (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference. |
| 131 | 7.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference |
| 132 | 8.CENTERING & SHUTTERING: (Centering and shuttering for different category of work may be considered separately.) |
| 133 | 9. SOLID BLOCK MASONRY: Min. average compressive strength as per IS shall be 40-50kg/cm2 and has to be assessed by testing at Govt. lab. ( Variation in rate due to change in size of block and level of floor as per DSR/PRICE has to be considered) |
| 134 | 11.ELECTRICAL: Note: Rate should be inclusive of preparation of schematic diagram and getting approval from KSEB/Electrical Inspectorate. Statutory fees paid to KSEB/EI shall be paid by us separately. |
| 135 | Make of Electrical equipments/materials |
| 136 | All electrical materials/equipments shall be of best branded items with ISI, strictly as per schedule specification |
| 137 | MCB/ELCB/DB - L&T/LEGRAND/SCHNEIRDER or equivalent |
| 138 | Cables & wires - Finolex/KEI/POLYCAB/RPG/V-GUARD |
| 139 | Switches/Sockets/Regulators - SCHEIDER/ABB/HAVELS/LEGRAND or equivalent |
| 140 | Cable Glands & Sockets - REPUTED MAKE , Cosmos |
| 141 | 12. GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms Please Enable Macros to View BoQ information |
