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| Sl. No. | Item Description |
| 1 | Excavation of Foundation- 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 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m., SCH. NO. 2.8.1 |
| 2 | Cartage Earth Excavating. Supplying, stacking and filling of local earth (including roylaty) by mechhanical transport upto a lead of 5 km. also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation, SCH. NO. 2.25a |
| 3 | Sand Filling- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete., SCH. NO. 2.27 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), SCH. NO. 4.1.8 |
| 5 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONALanti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration, SCH. NO. 2.35.3.1 |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design 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 have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 7 | Ground floor UP TO Plinth, SCH. NO. 5.33.1.1 |
| 8 | ABOVE Plinth, SCH. NO. 5.33.2.1 |
| 9 | First floor, SCH. NO. 5.33.2.1 |
| 10 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design 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 have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 11 | Ground floor, SCH. NO. 5.33.2.1 |
| 12 | First floor, SCH. NO. 5.33.2.1 |
| 13 | Second floor, SCH. NO. 5.33.2.1 |
| 14 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design 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 have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 15 | Ground floor, SCH. NO. 5.33.2.1 |
| 16 | First floor, SCH. NO. 5.33.2.1 |
| 17 | Second floor, SCH. NO. 5.33.2.1 |
| 18 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design 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 have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum, SCH. NO. 5.33.1.1 |
| 19 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design 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 have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 20 | Ground floor UP TO Plinth, SCH. NO. 5.33.1.1 |
| 21 | ABOVE Plinth, SCH. NO. 5.33.2.1 |
| 22 | First Floor, SCH. NO. 5.33.2.1 |
| 23 | Second floor, SCH. NO. 5.33.2.1 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein., SCH. NO. DSR 5.35 |
| 25 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand), SCH. NO. 6.1.2 |
| 26 | 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), SCH. NO. 6.4.2 |
| 27 | Ground Floor |
| 28 | First Floor |
| 29 | Second floor |
| 30 | Ground Floor |
| 31 | First Floor |
| 32 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, erraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 33 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm., SCH. NO. 22.7.1 |
| 34 | Supply & fixing of flush doors commercial quality conforming to IS 2202 Part-1 (1983) including fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks handles, springs and other fitting but excluding their supply and including painting with two coats of black japan paint on iron fitting of necessary fitting with departmentally. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws, SCH. NO. 9.21.1 |
| 35 | both side laminated, SCH. NO. 9.22.1*2 |
| 36 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), SCH. NO. (DSR 10.15.1) |
| 37 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Thermo-Mechanically Treated bars of grade Fe-500D or more., SCH. NO. 5.22.6 |
| 38 | Ground Floor |
| 39 | First Floor |
| 40 | Second floor |
| 41 | 15 mm cement plaster on rough side of single or half brick wall of mix, SCH. NO. 13.5.1 |
| 42 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand), SCH. NO. 13.4.2 |
| 43 | Ground Floor |
| 44 | First Floor |
| 45 | Second floor |
| 46 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) , SCH. NO. 13.5.2. |
| 47 | Ground Floor |
| 48 | First Floor |
| 49 | Second floor |
| 50 | 12mm thick plaster in 1:3 cement & coarse sand on ceiling and soffits of stairs upto floor two level. |
| 51 | Making grooves 10 to 12mm wide x 8 mm deep in plaster of the wall or in ceiling vertically or horizontally as required., SCH. NO. 5.3 |
| 52 | 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, SCH. NO. 11.3.1 |
| 53 | Providing and laying vitrified floor tiles Equivalent brand of super quality in different size (Thickness specified by manufacturer) with water absorption make in all colors and shade laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand ) including grouting the joint with white cement and matching pigments etc. complete ( Size of Tile up to 600 x 600 mm) , SCH. NO. DSR-11.41.2 |
| 54 | Ground Floor |
| 55 | First Floor |
| 56 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm, SCH. NO. DSR-11.46.2 |
| 57 | Ground Floor |
| 58 | First Floor |
| 59 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent, SCH. NO. DSR-8.2.2.2 |
| 60 | Ground Floor |
| 61 | First Floor |
| 62 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work, SCH. NO. DSR-8.3.2 |
| 63 | 25 mm thick Kota stone slab flooring over 20 mm thick base laid over snd jointed with grey cement slurry mix with pigment ti match the shade of slab including rubbing and polishing complete with base of cement mortar for 10 Sqm., SCH. NO. 11.26.1 |
| 64 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete., SCH. NO. DSR-11.27 |
| 65 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement 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 pigment etc., complete., SCH. NO. 11.37 |
| 66 | Ground Floor |
| 67 | First Floor |
| 68 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an evenshade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture(M.S. works), SCH. NO. 13.62.1 |
| 69 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm), SCH. NO. 13.47.1 |
| 70 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water thinnable priming coat with cement primer, SCH. NO. 13.41.1 |
| 71 | 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., SCH. NO. 13.8 |
| 72 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes, SCH. NO. 10.30.1 |
| 73 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm, SCH. NO. (DSR-9.62.2) |
| 74 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : |
| 75 | (a) 250 mm x 10mm , SCH. NO. (DSR -9.63.1) |
| 76 | (a) 200 mm x 10mm , SCH. NO. (DSR -9.63.2) |
| 77 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm, SCH. NO. (DSR-9.66.1) |
| 78 | P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia. , SCH. NO. (DSR-9.46.3) |
| 79 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry., SCH. NO. D.S.R.-22.5 |
| 80 | Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) and curing complete,including cost of form- work, in foundation and floors., SCH. NO. 4.1.3 |
| 81 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 82 | Foundations, footings, bases of columns, etc. for mass concrete, SCH. NO. 5.9.1 |
| 83 | Suspended floors, roofs, landings, balconies and access platform, SCH. NO. 5.9.3 |
| 84 | Lintels, beams, plinth beams, girders, bressumers and cantilevers, SCH. NO. 5.9.5 |
| 85 | Columns, Pillars, Piers, Abutments, Posts and Struts, SCH. NO. 5.9.6 |
| 86 | WATER SUPPLY & SANITARY WORK |
| 87 | SANITARY INSTALLATIONS & C.P FITTINGS |
| 88 | Providing and fixing water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required., SCH. NO. 17.1 |
| 89 | White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests , SCH. NO. 17.1.1 |
| 90 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : , SCH. NO. 17.3 |
| 91 | W.C. pan with ISI marked black solid plastic seat and lid , SCH. NO. 17.3.1 |
| 92 | Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required. , SCH. NO. 17.7 |
| 93 | a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps, SCH. NO. 17.7.1 |
| 94 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete., SCH. NO. 17.28 |
| 95 | 32 mm dia , SCH. NO. . 17.28.1.1 |
| 96 | 40 mm dia , SCH. NO. . 17.28.1.2 |
| 97 | Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. , SCH. NO. . 17.31 |
| 98 | Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth., SCH. NO. 8.1 |
| 99 | Granite Stone of approved shade, SCH. NO. 8.10.2 |
| 100 | Providing and fixing PTMT Bottle Trap for Wash basin and sink, SCH. NO. 17.7 |
| 101 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms, SCH. NO. 17.70.2 |
| 102 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms., SCH. NO. 17.71 |
| 103 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour., SCH. NO. 17.73 |
| 104 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms., SCH. NO. 17.73.2 |
| 105 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required Kitchen sink with drain board 510x1040 mm bowl depth 250 mm, SCH. NO. 17.10.1.1 |
| 106 | CP Brass fittings |
| 107 | Providing and fixing unplasticised PVC connection pipe with brass unions, SCH. NO. 18.21 |
| 108 | 45 cm length, SCH. NO. 18.21.2 |
| 109 | 15 mm nominal bore , SCH. NO. 18.21.2.1 |
| 110 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931, SCH. NO. 18.49 |
| 111 | a) 15 mm nominal bore, SCH. NO. . 18.49.1 |
| 112 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms., SCH. NO. 18.51 |
| 113 | a) 15 mm nominal bore, SCH. NO. . 18.51.1 |
| 114 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931, SCH. NO. 18.53 |
| 115 | a) 15 mm nominal bore, SCH. NO. . 18.53.1 |
| 116 | Providing and fixing C.P. brass shower rose with 15 or 20mm inlet, SCH. NO. 18.22 |
| 117 | 100 mm diameter , SCH. NO. 18.22.1 |
| 118 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: |
| 119 | 15mm nominal bore, SCH. NO. . 18.52.1 |
| 120 | PVC PIPES & FITTINGS AND RAIN WATER PIPES |
| 121 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete., SCH. NO. 12.43 |
| 122 | 110mm, SCH. NO. 12.43.2 |
| 123 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground), SCH. NO. DSR no.19.2.1 |
| 124 | 100 /90 mm dia |
| 125 | Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. , SCH. NO. 12.41 |
| 126 | 110 mm , SCH. NO. 12.41.2 |
| 127 | Providing and fixing on wall face unplasticised PVC moulded fittings/acces.ies for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. , SCH. NO. 12.42 |
| 128 | Bend 87.5 degree, SCH. NO. 12.42.5.2 |
| 129 | 110 mm Bend, SCH. NO. 12.42.5.2 |
| 130 | Shoe (Plain), SCH. NO. 12.42.6 |
| 131 | 110 mm Shoe, SCH. NO. 12.42.6.2 |
| 132 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. , SCH. NO. 12.44 |
| 133 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. , SCH. NO. 12.43 |
| 134 | 110 mm , SCH. NO. 12.43.2 |
| 135 | INTERNAL & EXTERNAL WATER SUPPLY WORKS |
| 136 | Concealed work including cutting chases and making good the walls etc. |
| 137 | 20mm dia nominal outer dia pipes, SCH. NO. 18.8.2 |
| 138 | 25mm dia nominal outer dia pipes , SCH. NO. 18.8.3 |
| 139 | 32 mm dia nominal outer dia pipes , SCH. NO. 18.8.4 |
| 140 | Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). |
| 141 | Internal work-Exposed on wall |
| 142 | 25mm dia nominal bore, SCH. NO. 18.10.3 |
| 143 | 40mm dia nominal bore, SCH. NO. 18.10.5 |
| 144 | 50mm dia nominal bore, SCH. NO. 18.10.6 |
| 145 | Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work). |
| 146 | 25mm dia nominal bore, SCH. NO. 18.46.3 |
| 147 | 32mm dia nominal bore, SCH. NO. 18.46.4 |
| 148 | 40mm dia nominal bore, SCH. NO. 18.46.5 |
| 149 | 50mm dia nominal bore, SCH. NO. 18.46.6 |
| 150 | Providing and fixing gun metal gate valve with wheel of approved quality., SCH. NO. 18.17 |
| 151 | 25mm dia nominal bore, SCH. NO. 18.17.1 |
| 152 | 32mm dia nominal bore, SCH. NO. 18.17.2 |
| 153 | 40mm dia nominal bore, SCH. NO. 17.17.3 |
| 154 | 50mm dia nominal bore, SCH. NO. 18.17.4 |
| 155 | Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]., SCH. NO. . 18.48 |
| 156 | Capcity in Per Liters |
| 157 | SEWERAGE SYSTEM |
| 158 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m., SCH. NO. 2.1 |
| 159 | All kinds of soil, SCH. NO. 2.10.1 |
| 160 | Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm., SCH. NO. 2.10.1.2 |
| 161 | Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete., SCH. NO. 19.1 |
| 162 | 100mm diameter, SCH. NO. . 19.1.1 |
| 163 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all round S.W. pipes including bed concrete as per standard design, SCH. NO. 19.2 |
| 164 | 100mm dia SW pipe, SCH. NO. 19.2.1 |
| 165 | Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. , SCH. NO. 19.6 |
| 166 | 150 mm. dia. RCC Pipes, SCH. NO. 19.6.2 |
| 167 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design, SCH. NO. 19.3 |
| 168 | 150 mm. dia. RCC Pipes, SCH. NO. 19.3.2 |
| 169 | Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design, SCH. NO. 19.4 |
| 170 | 150 x 100 mm size P type, SCH. NO. 19.4.2 |
| 171 | With Sewer bricks conforming to IS : 4885, SCH. NO. 19.4.2.2 |
| 172 | Supplying and fixing C.I.cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 Kg., SCH. NO. 19.2 |
| 173 | Providing and fixing 100 mm sand cast Iron grating for gully trap., SCH. NO. 17.29 |
| 174 | Constructing brick masonry chamber 600 x 600 x 750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 : 3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design , SCH. NO. 18.33.1 |
| 175 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. , SCH. NO. 19.7 |
| 176 | Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg)., SCH. NO. 19.7.1 |
| 177 | With FPS bricks of class designation 75, SCH. NO. 19.7.1.1 |
| 178 | (i) For Sewer Line |
| 179 | Extra for depth for manholes: |
| 180 | Size 90x80cm with FPS bricks class I)., SCH. NO. 19.8.1.1 |
| 181 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design, SCH. NO. 19.15 |
| 182 | With 20x20 mm square bar, SCH. NO. 19.15.1 |
| 183 | INTERNAL ELECTRIFICATION WORK |
| 184 | SUB HEAD (I) :- INTERNAL WIRING |
| 185 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cablein surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required., SCH. NO. 1.1 |
| 186 | Group C, SCH. NO. 1.10.3 |
| 187 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required., SCH. NO. 1.12 |
| 188 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required., SCH. NO. 1.14 |
| 189 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire, SCH. NO. 1.14.1 |
| 190 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire, SCH. NO. 1.14.2 |
| 191 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire, SCH. NO. 1.14.3 |
| 192 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire, SCH. NO. 1.14.4 |
| 193 | 2 X 10 sq. mm + 1 X 6 sq. mm earth wire, SCH. NO. 1.14.5 |
| 194 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required., SCH. NO. 1.17 |
| 195 | 3 X 1.5 sq. mm , SCH. NO. 1.17.3 |
| 196 | Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required., SCH. NO. 1.22 |
| 197 | 250 mm X 300 mm X 60 mm deep, SCH. NO. 1.22.15 |
| 198 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., SCH. NO. 1.24 |
| 199 | 5/6 A switch, SCH. NO. 1.24.1 |
| 200 | 15/16 A switch, SCH. NO. 1.24.3 |
| 201 | 3 pin 5/6 A socket outlet, SCH. NO. 1.24.4 |
| 202 | 6 pin 15/16 A socket outlet, SCH. NO. 1.24.5 |
| 203 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required., SCH. NO. 1.26 |
| 204 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required., SCH. NO. 1.27 |
| 205 | 12 Module (200mmX150mm), SCH. NO. 1.27.6 |
| 206 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required., SCH. NO. 1.31 |
| 207 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required., SCH. NO. 1.32 |
| 208 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required., SCH. NO. 1.33 |
| 209 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required., SCH. NO. 1.5 |
| 210 | Upto 450 mm sweep, SCH. NO. 1.50.1 |
| 211 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curve including connections, painting etc. as required., SCH. NO. 1.57 |
| 212 | Supplying and fixing PVC batten/ angle holder including connections etc. as required., SCH. NO. 1.58 |
| 213 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) , SCH. NO. 2.5 |
| 214 | 4 way (4 + 12), Double door, SCH. NO. 2.5.1 |
| 215 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required., SCH. NO. 2.1 |
| 216 | Single pole, SCH. NO. 2.10.1 |
| 217 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required., SCH. NO. 2.11 |
| 218 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required., SCH. NO. 2.21 |
| 219 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required., SCH. NO. 5.15 |
| 220 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required., SCH. NO. 10.1 |
| 221 | Above 35 sq. mm and upto 95 sq. mm, SCH. NO. 10.1.2 |
| 222 | Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp), SCH. NO. 10.7.2 |
| 223 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required., SCH. NO. 9.1.3 |
| 224 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing., SCH. NO. DSR 10.18 2023 CIVIL |
| 225 | 63 Amp Four Pole |
| 226 | SUB HEAD (II) :- (NON SECHDULE ITEMS) |
| 227 | Supplying and fixing of following rating 240/415 V, 10 Kg. 'c' curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connection, testing and commissing etc. required., SCH. NO. 1020 (A) |
| 228 | 63 Amp Four Pole |
| 229 | Supply & laying of aluminium conducter, PVC insulated amoured, served, sheeted cable 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamp etc. of suitable size as per direction of Engineer-in-charge. complete in all respect the armouring of the cable shall be properly connected with the earth conductor by clamp etc., SCH. NO. 501 (M) |
| 230 | 70.0 sq Mm*3.50 core. |
| 231 | Supply and fixing of factrory and wired metal wired metal clad dust and vermin proof mountingn. M.S channel Base with bottan and top cable entires Electrical contral panel with Tpn MCCB's(four pole 36Ka with thermal magnatic release)Switches complete and insturment chamber etc. complete in all respects. The instrument chamber shall be separate and shall complate of flush type digital metering system for phase to phase voltage. current and other paraments (Kva.P.f.K.W etc.)in each phase with toche type selector switch for diffrent reading instruments fuses current transformer etc. the panel Board shall have suitable capacity electrolytic aluminum busbars as per is 8623 or above insulated with heat shrink sleeving and mounted on the sides. the MCCB'S shall be completed withsuitable cable end boxes. Compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as Amp and above well be provided with Ammetre. The panel board shall be fabricated with CRCA sheet with Ammetre. the panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6MM /2MM cubicle type switch shall be L/T or Schnieder of equvalent make., SCH. NO. 804 |
| 232 | incoming MCCB 200 Amp- 01 no (for Hall), SCH. NO. C (ii) |
| 233 | Outgoing MCCB 100 Amp-01 no |
| 234 | outingoing MCCB 63 AMP-02 nos |
| 235 | Supply and fixing of 16 gauge MS durm with louvers duly painted including making hole in the wall for exhaust fan and finishing property complete in all respects., SCH. NO. 1122 |
| 236 | Supply and fixing of LED tube light with batten suitable for up 1 x 22 watt LED tube light fitting including tube on surface complete in all respect CAT - AAA , SCH. NO. 1413 |
| 237 | Supply and fixing of LED Street Light fitting with mandatory driver set having die cast aluminium body and lenxes suitable for 75 Watt to90 Watt, confirming to IP 65 /66 Protection having Company LOGO Engraved complete in all Respects including labour . Mid power LED with lences . 100 Im / Watt. PF > 0.95 , THD < 10% at full load CRI > 70 , Potted drived set ( not circulatory ) , with 3 year warranty., SCH. NO. 1453 Cat AAA |
| 238 | Supply and fixing of 200 Amp four pole change over switch on 50 mm x 50 mm x 6 mm angle iron frame, including the cost of labour, T&P, painting and other material required for proper completion of the work as per direction and satisfaction of engineer in charge., SCH. NO. 379 |
| 239 | S&L of 1800 mm x 900 mm x 12 mm thick chequred rubber matting of tested quality, SCH. NO. 1136 |
| 240 | Supply and burring of Safe Earthing Electrode T-19 ( Hot Dip Galvanised) , Length up to 3000 mm , Outer GI pipe of 16 SWG and inner with crystalline conductive misture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivty with good mixture of retaining capacity housing ( from apron to switch board cost of 25 x 3 mm GI strip will be extra ) Make C.P.R.I. Certified., SCH. NO. 725 B |
| 241 | TYPE-IV RESIDENCE 1 NOS |
| 242 | CIVIL WORK |
| 243 | Excavation of Foundation- 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 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m., SCH. NO. 2.8.1 |
| 244 | Cartage Earth Excavating. Supplying, stacking and filling of local earth (including roylaty) by mechhanical transport upto a lead of 5 km. also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation, SCH. NO. 2.25a |
| 245 | Sand Filling- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete., SCH. NO. 2.27 |
| 246 | PCC 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) : 8 graded stone aggregate 40 mm nominal size), SCH. NO. 4.1.8 |
| 247 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONALanti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration, SCH. NO. 2.35.3.1 |
| 248 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design 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 have discretion to either re-design the mix or bear the cost of extra cement. All works upto Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 249 | UP TO Plinth, SCH. NO. 5.33.1.1 |
| 250 | ABOVE Plinth , SCH. NO. 5.33.2.1 |
| 251 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design 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 have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C.work in slab , SCH. NO. 5.33.2.1 |
| 252 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design 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 have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C. work in beam., SCH. NO. 5.33.2.1 |
| 253 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design 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 have discretion to either re-design the mix or bear the cost of extra cement. All works Upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C. work in foundation, SCH. NO. 5.33.1.1 |
| 254 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design 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 have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C. work in Column |
| 255 | UP TO Plinth, SCH. NO. 5.33.1.1 |
| 256 | ABOVE Plinth , SCH. NO. 5.33.2.1 |
| 257 | Add for using extra cement in the items of design mix over and above the specified cement content therein., SCH. NO. DSR 5.35 |
| 258 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand), SCH. NO. 6.1.2 |
| 259 | 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), SCH. NO. 6.4.2 |
| 260 | Half brick masonry 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.Cement mortar 1:4 (1 cement :4 coarse sand), SCH. NO. (DSR-6.13.2) |
| 261 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, erraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 262 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm., SCH. NO. 22.7.1 |
| 263 | Supply & fixing of flush doors commercial quality conforming to IS 2202 Part-1 (1983) including fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks handles, springs and other fitting but excluding their supply and including painting with two coats of black japan paint on iron fitting of necessary fitting with departmentally. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws, SCH. NO. 9.21.1 |
| 264 | both side laminated, SCH. NO. 9.22.1*2 |
| 265 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), SCH. NO. (DSR 10.15.1) |
| 266 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks., SCH. NO. 5.22.6 |
| 267 | 15 mm cement plaster on rough side of single or half brick wall of mix, SCH. NO. 13.5.1 |
| 268 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand), SCH. NO. 13.4.2 |
| 269 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) , SCH. NO. 13.5.2. |
| 270 | 12mm thick plaster in 1:3 cement & coarse sand on ceiling and soffits of stairs upto floor two level. |
| 271 | Making grooves 10 to 12mm wide x 8 mm deep in plaster of the wall or in ceiling vertically or horizontally as required., SCH. NO. 5.3 |
| 272 | 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, SCH. NO. 11.3.1 |
| 273 | Providing and laying vitrified floor tiles Equivalent brand of super quality in different size (Thickness specified by manufacturer) with water absorption make in all colors and shade laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand ) including grouting the joint with white cement and matching pigments etc. complete ( Size of Tile up to 600 x 600 mm) , SCH. NO. DSR-11.41.2 |
| 274 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm, SCH. NO. DSR-11.46.2 |
| 275 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent, SCH. NO. DSR-8.2.2.2 |
| 276 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work, SCH. NO. DSR-8.3.2 |
| 277 | 25 mm thick Kota stone slab flooring over 20 mm thick base laid over snd jointed with grey cement slurry mix with pigment ti match the shade of slab including rubbing and polishing complete with base of cement mortar for 10 Sqm., SCH. NO. 11.26.1 |
| 278 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete., SCH. NO. DSR-11.27 |
| 279 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement 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 pigment etc., complete., SCH. NO. 11.37 |
| 280 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an evenshade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture(M.S. works), SCH. NO. 13.62.1 |
| 281 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm), SCH. NO. 13.47.1 |
| 282 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water thinnable priming coat with cement primer, SCH. NO. 13.41.1 |
| 283 | 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., SCH. NO. 13.8 |
| 284 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes, SCH. NO. 10.30.1 |
| 285 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm, SCH. NO. (DSR-9.62.2) |
| 286 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : |
| 287 | (a) 250 mm x 10mm , SCH. NO. (DSR -9.63.1) |
| 288 | (a) 200 mm x 10mm , SCH. NO. (DSR -9.63.2) |
| 289 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm, SCH. NO. (DSR-9.66.1) |
| 290 | P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia. , SCH. NO. (DSR-9.46.3) |
| 291 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with decorative one side high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws, SCH. NO. DSR-9.21.3 |
| 292 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 293 | Foundations, footings, bases of columns, etc. for mass concrete, SCH. NO. 5.9.1 |
| 294 | Suspended floors, roofs, landings, balconies and access platform, SCH. NO. 5.9.3 |
| 295 | Lintels, beams, plinth beams, girders, bressumers and cantilevers, SCH. NO. 5.9.5 |
| 296 | Columns, Pillars, Piers, Abutments, Posts and Struts, SCH. NO. 5.9.6 |
| 297 | APRON DRAIN |
| 298 | Excavation of Foundation- 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 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.DSR-2.8.1, SCH. NO. DSR-2.8.1 |
| 299 | 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) : 8 graded stone aggregate 40 mm nominal size) (DSR-4.1.8), SCH. NO. DSR-4.1.8 |
| 300 | 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 1:4 (1 cement : 4 coarse sand)(DSR -6.1.1), SCH. NO. DSR -6.1.1 |
| 301 | 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 DSR 11.3.1, SCH. NO. DSR 11.3.1 |
| 302 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) (DSR-13.5.1), SCH. NO. DSR-13.5.1 |
| 303 | WATER SUPPLY & SANITARY WORK |
| 304 | SANITARY INSTALLATIONS & C.P FITTINGS |
| 305 | Providing and fixing water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required., SCH. NO. 17.1 |
| 306 | White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests , SCH. NO. 17.1.1 |
| 307 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : , SCH. NO. 17.2 |
| 308 | W.C. pan with ISI marked black solid plastic seat and lid , SCH. NO. 17.2.1 |
| 309 | Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required. , SCH. NO. 17.7 |
| 310 | a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps, SCH. NO. 17.7.1 |
| 311 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete., SCH. NO. 17.28 |
| 312 | Semi rigid pipe , SCH. NO. 17.28.1 |
| 313 | 32 mm dia , SCH. NO. . 17.28.1.1 |
| 314 | 40 mm dia , SCH. NO. . 17.28.1.2 |
| 315 | Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. , SCH. NO. . 17.31 |
| 316 | Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth., SCH. NO. 8.1 |
| 317 | Granite Stone of approved shade, SCH. NO. 8.10.2 |
| 318 | Providing and fixing PTMT Bottle Trap for Wash basin and sink, SCH. NO. 17.7 |
| 319 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms, SCH. NO. 17.70.2 |
| 320 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms., SCH. NO. 17.71 |
| 321 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour., SCH. NO. 17.73 |
| 322 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms., SCH. NO. 17.73.2 |
| 323 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required Kitchen sink with drain board 510x1040 mm bowl depth 250 mm, SCH. NO. 17.10.1.1 |
| 324 | CP Brass fittings |
| 325 | Providing and fixing unplasticised PVC connection pipe with brass unions, SCH. NO. 18.21 |
| 326 | 45 cm length, SCH. NO. 18.21.2 |
| 327 | 15 mm nominal bore , SCH. NO. 18.21.2.1 |
| 328 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931, SCH. NO. 18.49 |
| 329 | a) 15 mm nominal bore, SCH. NO. . 18.49.1 |
| 330 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms., SCH. NO. 18.51 |
| 331 | a) 15 mm nominal bore, SCH. NO. . 18.51.1 |
| 332 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931, SCH. NO. 18.53 |
| 333 | a) 15 mm nominal bore, SCH. NO. . 18.53.1 |
| 334 | Providing and fixing C.P. brass shower rose with 15 or 20mm inlet, SCH. NO. 18.22 |
| 335 | 100 mm diameter , SCH. NO. 18.22.1 |
| 336 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: |
| 337 | 15mm nominal bore, SCH. NO. . 18.52.1 |
| 338 | PVC PIPES & FITTINGS AND RAIN WATER PIPES |
| 339 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete., SCH. NO. 12.43 |
| 340 | 110mm, SCH. NO. 12.43.2 |
| 341 | Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground), SCH. NO. DSR no.19.2.1 |
| 342 | 100 /90 mm dia |
| 343 | Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. , SCH. NO. 12.41 |
| 344 | 110 mm , SCH. NO. 12.41.2 |
| 345 | Providing and fixing on wall face unplasticised PVC moulded fittings/acces.ies for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. , SCH. NO. 12.42 |
| 346 | Bend 87.5 degree, SCH. NO. 12.42.5.2 |
| 347 | 110 mm Bend, SCH. NO. 12.42.5.2 |
| 348 | Shoe (Plain), SCH. NO. 12.42.6 |
| 349 | 110 mm Shoe, SCH. NO. 12.42.6.2 |
| 350 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. , SCH. NO. 12.44 |
| 351 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. , SCH. NO. 12.43 |
| 352 | 110 mm , SCH. NO. 12.43.2 |
| 353 | INTERNAL & EXTERNAL WATER SUPPLY WORKS |
| 354 | 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. |
| 355 | Concealed work including cutting chases and making good the walls etc. |
| 356 | 20mm dia nominal outer dia pipes, SCH. NO. 18.8.2 |
| 357 | 25mm dia nominal outer dia pipes , SCH. NO. 18.8.3 |
| 358 | 32mm dia nominal outer dia pipes , SCH. NO. 18.8.4 |
| 359 | Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). |
| 360 | Internal work-Exposed on wall |
| 361 | 25mm dia nominal bore, SCH. NO. . 18.10.3 |
| 362 | 32mm dia nominal bore, SCH. NO. 18.10.4 |
| 363 | 40mm dia nominal bore, SCH. NO. 18.10.5 |
| 364 | 50mm dia nominal bore, SCH. NO. 18.10.6 |
| 365 | Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work). |
| 366 | 25mm dia nominal bore, SCH. NO. 18.46.3 |
| 367 | 32mm dia nominal bore, SCH. NO. 18.46.4 |
| 368 | 40mm dia nominal bore, SCH. NO. 18.46.5 |
| 369 | 50mm dia nominal bore, SCH. NO. 18.46.6 |
| 370 | Providing and fixing gun metal gate valve with wheel of approved quality., SCH. NO. 18.17 |
| 371 | 25mm dia nominal bore, SCH. NO. 18.17.1 |
| 372 | 32mm dia nominal bore, SCH. NO. 18.17.2 |
| 373 | 40mm dia nominal bore, SCH. NO. 17.17.3 |
| 374 | 50mm dia nominal bore, SCH. NO. 18.17.4 |
| 375 | Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]., SCH. NO. . 18.48 |
| 376 | Capcity in Per Liters |
| 377 | SEWERAGE SYSTEM |
| 378 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m., SCH. NO. 2.1 |
| 379 | All kinds of soil, SCH. NO. 2.10.1 |
| 380 | Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm., SCH. NO. 2.10.1.2 |
| 381 | Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete., SCH. NO. 19.1 |
| 382 | 100mm diameter, SCH. NO. . 19.1.1 |
| 383 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all round S.W. pipes including bed concrete as per standard design, SCH. NO. 19.2 |
| 384 | 100mm dia SW pipe, SCH. NO. 19.2.1 |
| 385 | Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. , SCH. NO. 19.6 |
| 386 | 150 mm. dia. RCC Pipes, SCH. NO. 19.6.2 |
| 387 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design, SCH. NO. 19.3 |
| 388 | 150 mm. dia. RCC Pipes, SCH. NO. 19.3.2 |
| 389 | Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design, SCH. NO. 19.4 |
| 390 | 150 x 100 mm size P type, SCH. NO. 19.4.2 |
| 391 | With Sewer bricks conforming to IS : 4885, SCH. NO. 19.4.2.2 |
| 392 | Supplying and fixing C.I.cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 Kg., SCH. NO. 19.2 |
| 393 | Providing and fixing 100 mm sand cast Iron grating for gully trap., SCH. NO. 17.29 |
| 394 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. , SCH. NO. 19.7 |
| 395 | Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg)., SCH. NO. 19.7.1 |
| 396 | With FPS bricks of class designation 75, SCH. NO. 19.7.1.1 |
| 397 | (i) For Sewer Line |
| 398 | Extra for depth for manholes: |
| 399 | Size 90x80cm with FPS bricks class I)., SCH. NO. 19.8.1.1 |
| 400 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design, SCH. NO. 19.15 |
| 401 | With 20x20 mm square bar, SCH. NO. 19.15.1 |
| 402 | SEPTIC TANK & SOAK PIT |
| 403 | Excavation of Foundation-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 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 404 | From 0.00 mt to 1.50 mt, SCH. NO. DSR-2.8.1 |
| 405 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 406 | 1.50mt to 3.0 mt, SCH. NO. DSR-2.8.1+2.26.1 |
| 407 | PCCProviding 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) : 8 graded stone aggregate 40 mm nominal size), SCH. NO. (DSR-4.1.8) |
| 408 | 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 derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources).As in item no. 3 above but for slabs (Using 1:1.5:3 Mix concrete), SCH. NO. (DSR-5.3) |
| 409 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand), SCH. NO. DSR 6.1.1 |
| 410 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Thermo-Mechanically Treated bars of grade Fe-500D or more., SCH. NO. DSR 5.22.6 A |
| 411 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor)., SCH. NO. DSR-11.3.1 |
| 412 | 15mm cement plaster on rough side of mix 1:4 (1 cement : 4 coarse sand), SCH. NO. [DSR13.5.1] |
| 413 | Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 1729, SCH. NO. [DSR-17.35.2.1] |
| 414 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:(With 20x20mm square bar), SCH. NO. [DSR 19.15.1] |
| 415 | Making soak-pit 2.5 m. diameter and 3 m. deep with 45 x 45cm dry brick honey comb shaft with F.P.S bricks and SW drain pipe complete as per standard design. , SCH. NO. 19.32.1 |
| 416 | INTERNAL ELECTRIFICATION WORK |
| 417 | SUB HEAD (I) :- INTERNAL WIRING |
| 418 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cablein surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required., SCH. NO. 1.1 |
| 419 | Group A, SCH. NO. 1.10.3 |
| 420 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required., SCH. NO. 1.12 |
| 421 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required., SCH. NO. 1.14 |
| 422 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire, SCH. NO. 1.14.1 |
| 423 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire, SCH. NO. 1.14.2 |
| 424 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire, SCH. NO. 1.14.3 |
| 425 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire, SCH. NO. 1.14.4 |
| 426 | 2 X 10 sq. mm + 1 X 6 sq. mm earth wire, SCH. NO. 1.14.5 |
| 427 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required., SCH. NO. 1.17 |
| 428 | 3 X 1.5 sq. mm , SCH. NO. 1.17.3 |
| 429 | Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required., SCH. NO. 1.22 |
| 430 | 250 mm X 300 mm X 60 mm deep, SCH. NO. 1.22.15 |
| 431 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., SCH. NO. 1.24 |
| 432 | 5/6 A switch, SCH. NO. 1.24.1 |
| 433 | 15/16 A switch, SCH. NO. 1.24.3 |
| 434 | 3 pin 5/6 A socket outlet, SCH. NO. 1.24.4 |
| 435 | 6 pin 15/16 A socket outlet, SCH. NO. 1.24.5 |
| 436 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required., SCH. NO. 1.26 |
| 437 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required., SCH. NO. 1.27 |
| 438 | 12 Module (200mmX150mm), SCH. NO. 1.27.6 |
| 439 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required., SCH. NO. 1.31 |
| 440 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required., SCH. NO. 1.32 |
| 441 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required., SCH. NO. 1.33 |
| 442 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required., SCH. NO. 1.5 |
| 443 | Upto 450 mm sweep, SCH. NO. 1.50.1 |
| 444 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curve including connections, painting etc. as required., SCH. NO. 1.57 |
| 445 | Supplying and fixing PVC batten/ angle holder including connections etc. as required., SCH. NO. 1.58 |
| 446 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) , SCH. NO. 2.5 |
| 447 | 4 way (4 + 12), Double door, SCH. NO. 2.5.1 |
| 448 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required., SCH. NO. 2.1 |
| 449 | Single pole, SCH. NO. 2.10.1 |
| 450 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required., SCH. NO. 2.11 |
| 451 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required., SCH. NO. 2.21 |
| 452 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required., SCH. NO. 5.15 |
| 453 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required., SCH. NO. 10.1 |
| 454 | Above 35 sq. mm and upto 95 sq. mm, SCH. NO. 10.1.2 |
| 455 | Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp), SCH. NO. 10.7.2 |
| 456 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required., SCH. NO. 9.1.3 |
| 457 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing., SCH. NO. DSR 10.18 2023 CIVIL |
| 458 | 63 Amp Four Pole |
| 459 | SUB HEAD (II) :- (PWD SOR 2018) |
| 460 | Supplying and fixing of following rating 240/415 V, 10 Kg. 'c' curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connection, testing and commissing etc. required., SCH. NO. 1020 (A) |
| 461 | 63 Amp Four Pole |
| 462 | Supply & laying of aluminium conducter, PVC insulated amoured, served, sheeted cable 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamp etc. of suitable size as per direction of Engineer-in-charge. complete in all respect the armouring of the cable shall be properly connected with the earth conductor by clamp etc., SCH. NO. 501 (M) |
| 463 | 70.0 sq Mm*3.50 core. |
| 464 | Supply and fixing of factrory and wired metal wired metal clad dust and vermin proof mountingn. M.S channel Base with bottan and top cable entires Electrical contral panel with Tpn MCCB's(four pole 36Ka with thermal magnatic release)Switches complete and insturment chamber etc. complete in all respects. The instrument chamber shall be separate and shall complate of flush type digital metering system for phase to phase voltage. current and other paraments (Kva.P.f.K.W etc.)in each phase with toche type selector switch for diffrent reading instruments fuses current transformer etc. the panel Board shall have suitable capacity electrolytic aluminum busbars as per is 8623 or above insulated with heat shrink sleeving and mounted on the sides. the MCCB'S shall be completed withsuitable cable end boxes. Compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as Amp and above well be provided with Ammetre. The panel board shall be fabricated with CRCA sheet with Ammetre. the panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6MM /2MM cubicle type switch shall be L/T or Schnieder of equvalent make., SCH. NO. 804 |
| 465 | incoming MCCB 200 Amp- 01 no (for Hall), SCH. NO. C (ii) |
| 466 | Outgoing MCCB 100 Amp-01 no |
| 467 | outingoing MCCB 63 AMP-02 nos |
| 468 | Supply and fixing of 16 gauge MS durm with louvers duly painted including making hole in the wall for exhaust fan and finishing property complete in all respects., SCH. NO. 1122 |
| 469 | Supply and fixing of hexagonal / round GP fan box of approved make made up 1.0 mm thick ISI marked GP sheet spot welded four to eight holes of 25.40 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.50 mm GP steel made upper and lower cover duly screwed fitted with 300 mm round zink coted MS bar x 12 mm and brand name should be embossed, fixing with wiring conduit laid in the R.C.C. roof before concreting along with supply of all material, labour, T&P etc. required for proper completion of work., SCH. NO. 1149 |
| 470 | Supply and fixing of LED tube light with batten suitable for up 1 x 22 watt LED tube light fitting including tube on surface complete in all respect CAT - AAA , SCH. NO. 1413 |
| 471 | Supply and fixing of LED Street Light fitting with mandatory driver set having die cast aluminium body and lenxes suitable for 75 Watt to90 Watt, confirming to IP 65 /66 Protection having Company LOGO Engraved complete in all Respects including labour . Mid power LED with lences . 100 Im / Watt. PF > 0.95 , THD < 10% at full load CRI > 70 , Potted drived set ( not circulatory ) , with 3 year warranty., SCH. NO. 1453 Cat AAA |
| 472 | Supply and fixing of 200 Amp four pole change over switch on 50 mm x 50 mm x 6 mm angle iron frame, including the cost of labour, T&P, painting and other material required for proper completion of the work as per direction and satisfaction of engineer in charge., SCH. NO. 379 |
| 473 | S&L of 1800 mm x 900 mm x 12 mm thick chequred rubber matting of tested quality, SCH. NO. 1136 |
| 474 | Supply and burring of Safe Earthing Electrode T-19 ( Hot Dip Galvanised) , Length up to 3000 mm , Outer GI pipe of 16 SWG and inner with crystalline conductive misture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivty with good mixture of retaining capacity housing ( from apron to switch board cost of 25 x 3 mm GI strip will be extra ) Make C.P.R.I. Certified., SCH. NO. 725 B |
| 475 | INTERLOCKING |
| 476 | Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 50 meter and including filling, watering and ramming of excavated earthdisposal of sur-plus earth as directed by the Engineer incharge up to a distance of 50 meters from the foundation trenches. , SCH. NO. 2.8.1 |
| 477 | 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) : 8 graded stone aggregate 40 mm nominal size), SCH. NO. 4.1.8 |
| 478 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all lead & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 75 mm to 0.075 mm ) having CBR Value-30 DSR 16.78.1, SCH. NO. 16.78.2 |
| 479 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all lead & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-III (size range 26.5 mmto 0.075 mm ) having CBR Value-20, SCH. NO. 16.78.3 |
| 480 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 6 coarse sand) DSR-6.1.1), SCH. NO. 6.1.1 |
| 481 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in 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 in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern., SCH. NO. 16.91.2 |
| 482 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. Outer side DSR 13.5.1, SCH. NO. 13.5.1 |
| 483 | C.C.ROAD |
| 484 | Excavation of Foundation-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 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR 2.8.1, SCH. NO. DSR 2.8.1 |
| 485 | 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) : 8 graded stone aggregate 40 mm nominal size)(DSR-4.1.8), SCH. NO. (DSR-4.1.8) |
| 486 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 6 coarse sand) DSR-6.1.1), SCH. NO. DSR-6.1.1) |
| 487 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all lead & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 DSR 16.78.2, SCH. NO. DSR 16.78.2 |
| 488 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all lead & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 DSR 16.78.3, SCH. NO. DSR 16.78.3 |
| 489 | P/L of 125 micron polythene sheets as per Material rate M-104, SCH. NO. Material rate M-104 |
| 490 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). |
| 491 | Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately Cement concrete prepared with batch mixing machine DSR 16.43.1, SCH. NO. DSR 16.43.1 |
| 492 | DRAIN |
| 493 | 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 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR 2.8.1, SCH. NO. DSR 2.8.1 |
| 494 | Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8 graded stone ballast 40 mm. nominal size). , SCH. NO. DSR 4.1.8 |
| 495 | Class-150 brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including , SCH. NO. DSR-6.2.1 |
| 496 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement. , SCH. NO. DSR 11.3.1 |
| 497 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) plinth plaster., SCH. NO. DSR 13.5.1 |
| 498 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design 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 have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25, SCH. NO. DSR 5.33.2.1 |
| 499 | Add for using extra cement in the items of design mix over and above the specified cement content therein. Taking 10 % Extra Cement For Design Mixed , SCH. NO. DSR 5.35 |
| 500 | TMT Fe-500 in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. , SCH. NO. DSR 5.22.6 Please Enable Macros to View BoQ information |
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