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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. From 0.00 mt to 1.50 mtas per DSR-2023_ 2.8.1 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. 1.50mt to 3.0 mtas per DSR-2023_ 2.8.1+2.26.1 |
| 3 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift as per DSR-2023_ 2.25(A) |
| 4 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand:8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. as per DSR-2023_ 4.1.8 |
| 5 | Sand filling in plinth including supply of necessary quantity of sand from a distance not excluding 8km from the site of work and including watering dressing etc. rate to include cost of all materials, labour and T&P etc.required for proper completion of the work. as per DSR-2023_ 2.27 |
| 6 | Construction of drain alongwith apron. (150 x 150)mm as per DSR-2023_ (AR-IV) |
| 7 | Treatment of soil under existing floors using chemical emul sion @ 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 theexisting floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentrationas per DSR-2023_ 2.35.3 |
| 8 | 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 thecost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum All works upto plinth level Concrete of M25 grade with minimum cementcontent of 330 kg /cum as per DSR-2023_ 5.33.1.1 |
| 9 | 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 thecost of extra cement. as per DSR-2023_ 5.33.2.1 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo Mechanically Treated bars of grade Fe-500D or more. as per DSR-2023_ 5.22.6 |
| 11 | M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of thework. as per DSR-2023_ 6.1.2 |
| 12 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from naturalsources) as per DSR-2023_ 4.1 |
| 13 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. as per DSR-2023_ 4.13 |
| 14 | Brick work in super-structure above plinth level including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement& coarse sand). as per DSR-2023_ 6.4.2 |
| 15 | Half brick masonry with (Class M-150 First Class Brick) in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4coarse sand) as per DSR-2023_ 6.13.2 |
| 16 | 15 mm plinth plaster (1 cement :4 coarse sand) as per DSR-2023_ 13.5.1 |
| 17 | 12mm cement plaster . (1)1 cement : 6 coarse sand. as per DSR-2023_ 13.4.2 |
| 18 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6(1 cement: 6 coarse sand) as per DSR-2023_ 13.5.2 |
| 19 | 6mm thick plaster in 1:3 on ceiling and soffits of stairs upto floor twolevel. as per DSR-2023_ 13.16.1 |
| 20 | Add for plaster drip course/ groove in plastered surface or moulding toR.C.C. projections. as per DSR-2023_ 5.30 |
| 21 | 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. (40mm flooring) as per DSR-2023_ 11.3.1 |
| 22 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry / Ruby Red or equivalent as per DSR-2023_ 8.2.2.2 |
| 23 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete (Size of Tile 600x600 mm) as per DSR-2023_ 11.41.2 |
| 24 | 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), including grouting the joint with white cement & matching pigments etc. complete. (Size of Tile 600x600 mm) as per DSR-2023_ 11.46.2 |
| 25 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. (a) 35mm thick Second class teak wood. as per DSR-2023_ 9.9.1.1 |
| 26 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete With 2nd class teak wood beading 62X19 mm as per DSR-2023_ 9.135.2 |
| 27 | Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction 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:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (a) Single leafas per DSR-2023_ 9.21.1 |
| 28 | Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction 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:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (b) Extra for double leaf doorsas per DSR-2023_ 9.21.1+9.26 |
| 29 | Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS:2202 (Part I as per DSR-2023_ 9.22.1 |
| 30 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). as per DSR-2023_ 9.23 |
| 31 | Providing and fixing of 100-150 mm door stoper Make : Straits/Astro/Rootor eq as per DSR-2023_ MR |
| 32 | Providing and fixing Brass/Antiqe finish door locks approved quality withnecessary screws etc. complete. as per DSR-2023_ MR |
| 33 | Providing & fixing Steel rod aluminium body Satin Finish ISI marked with nuts and screws etc complete. (a) 250mm x 16mm . (a) 300mm x 10mmas per DSR-2023_ MR |
| 34 | Providing & fixing Steel rod aluminium body Satin Finish ISI marked with nuts and screws etc complete. (a) 250mm x 16mm . (b) 250 mm x 10mmas per DSR-2023_ MR |
| 35 | Providing and fixing Brass handles with screws etc. complete (a) 125 mm as per DSR-2023_ MR |
| 36 | Providing and fixing ISI marked aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete as per DSR-2023_ 9.83 |
| 37 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Door chowkhatsas per DSR-2023_ 14.2.1 |
| 38 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Window chowkhatsas per DSR-2023_ 14.2.2 |
| 39 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Clerestory window chowkhatsas per DSR-2023_ 14.2.3 |
| 40 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thickM.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 stoneaggregate 20 mm nominal size)as per DSR-2023_ 10.15.1 |
| 41 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). (a) Sal Wood. as per DSR-2023_ 9.1.2 |
| 42 | French spirit polishing : Two or more coats on new works including a coat of wood filler as per DSR-2023_ 13.68.1 |
| 43 | Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profiledimension in higher side shall be accepted but no extra payment on this account shall be made. Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm).as per DSR-2023_ 9.147D.2 |
| 44 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 2nd class teak wood (a) 50 x 20 mm as per DSR-2023_ 9.40.1.2 |
| 45 | Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. as per DSR-2023_ 13.62.1 |
| 46 | 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 @2.20 kg/10 sqm) as per DSR-2023_ 13.47.1 |
| 47 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats as per DSR-2023_ 13.62.1 |
| 48 | 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. as per DSR-2023_ 13.80 |
| 49 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces 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. (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 Engineer-in-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 Engineer-in-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.as per DSR-2023_ 22.7.1 |
| 50 | S/O Hnad rail and balustrade modular systom passive SS-304 grade decorative railling system comprising of hand rail 50mm thick and 3 No.hortzontal steel pipe of 19mm dia and 1.5mm thick of equal spacing with balustrade of SS pipe of 38mm and 1.5mm thick @ 1200 mm C/C of passivated SS 304 rade and fix duly on the floor with spacially rivet expansion bolt and finish the surface food and covering with steel shope with all visible stainless metal of 304 grade in satin finsh hight of ralling is 900mm as per detailed specification. as per DSR-2023_ 10.28 |
| 51 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Ordinary cement without any pigment. as per DSR-2023_ 11.20.4 |
| 52 | Providing & laying of light cinder filling under floor of toilets & other sunkenroofs. as per DSR-2023_ MR |
| 53 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage For vertical surface two coats @ 0.70 kg per sqm per coatas per DSR-2023_ 22.23.1 |
| 54 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage For horizontal surface one coat @1.10 kg per sqm.as per DSR-2023_ 22.23.2 |
| 55 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete.as per DSR-2023_ 5.9.1 |
| 56 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform. With water proof ply 12 mm thick.as per DSR-2023_ 5.9.20 |
| 57 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers. withwater proof ply 12 mm thickas per DSR-2023_ 5.9.21 |
| 58 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns,Pillars, Piers, Abutments, Posts and Struts.as per DSR-2023_ 5.9.6 |
| 59 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge as per DSR 15.7.3 In lime mortar as per DSR-2023_ 15.7.3 |
| 60 | Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge. As per DSR 15.4 as per DSR-2023_ 15.4 |
| 61 | Disposal of malwa earthwork as per DSR 1.1.1 up to 10KM as per DSR-2023_ 1.1.1 |
| 62 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness60 microns (minimum), including factory painted after bending and perforation and backed with a black Glass fiber acoustical fleece. as per DSR No.12.52.2 as per DSR-2023_ 12.52.2 |
| 63 | Providing & fixing in position Phenol bonded Bamboowood in wall cladidng at all heights with planks of sizes 10 mm thick, minimum 1800 mm length and minimum 100 mm wide, in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC), with necessary profiled edges fixed with40 mm SS Screws 5 nos in each tile to framework made of second class teakwood of size 20 x 15 mm in centre of each tile and bottom & top of work height, 40 x 15 mm placed at end of each tile> The cladding shall be laid over back layment of 1.00 mm thick expanded polythyline foam of density 40 kg/sqm in two layers, first layer on wall surface before fixing wooden frame and second layer on frame under cladding. The bamboowood planks shall have minimum density of 1000Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-charge. as per DSR No.26.3 as per DSR-2023_ 26.3 |
| 64 | Providing & fixing in position Phenol bonded Bamboowood flooring with planks of sizes 14mm thick, 1800mm length (minimum) and 130 mm wide(minimum), in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC). The flooring shall be fixed with tongue and groove interlocking system, with underlayment of 4mm thick expanded polyethylene foam sheets having density 40kg/cum, over prepared surface with necessary quarter round planks of size 1900mm x 18mm and door reducer of size 1900mm x 44mm, wherever required. The bamboowood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-charge. as per DSR No.26.1 as per DSR-2023_ 26.1 |
| 65 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. as per DSR-2023 8.32as per DSR No.8.32 as per DSR-2023_ 8.32 |
| 66 | 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, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls andfloors wherever required : W.C. pan with ISI marked white solid plastic seat and lidas per DSR-2023_ 17.2.1 |
| 67 | Providing and fixing wash basin with C.I.brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls where required : White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brasspillar tapsas per DSR-2023_ 17.7.3 |
| 68 | Providing and fixing Salem Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with CI brackets and stainless steel waste with plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required. Kitchen sink with drain board510x1040 mm bowl depth 200 mmas per DSR-2023_ 17.10.1.2 |
| 69 | Providing & fixing PVC waste pipe for sink oncluding PVC waste fitting Complete Flexible Pipe32mm Dia40mm Diaas per DSR-2023_ 17.28.2.2 |
| 70 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mmthick hard board backing :Rectangular shape 453x357 mmas per DSR-2023_ 17.32.2 |
| 71 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixedwith 40 mm long screws, rawl plugs etc., complete.as per DSR-2023_ 17.33 |
| 72 | Providing and fixing toilet paper holder :C.P. brassas per DSR-2023_ 17.34.1 |
| 73 | Providing and fixing soil, waste, vent pipesCentrifugally cast (spun) iron S&S pipe100mm dia cast (spun) iron S&S pipeas per DSR-2023_ 17.35.1.2 |
| 74 | Providing and fixing MS holder bat clamps of approved design to cast iron (spun) pipe embedded in and Including cement concrete blocks 10 x10 x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc.For 100mm dia. Pipeas per DSR-2023_ 17.37.1 |
| 75 | Providing and fixing heel rest sanitary bend, in 100mm Centrifugally cast (spun) ironpipe S&Sas per DSR-2023_ 17.40.1.2 |
| 76 | Providing and fixing bend of required degree with access door, insertion rubber washer3mm thick, bolts and nuts complete.100X100X100mmSand cast iron S&S as per IS : 3989as per DSR-2023_ 17.43.1.2 |
| 77 | Providing and fixing PLAIN JUNCTION of required degree100X100X100mmSand cast iron S&S as per IS : 3989as per DSR-2023_ 17.44.1.2 |
| 78 | Providing and fixing terminal guard:100mmSand cast iron S&S as per IS - 3989as per DSR-2023_ 17.56.1.2 |
| 79 | Providing and fixing collar.100mmSand cast iron S&S as per IS - 3989as per DSR-2023_ 17.57.1.2 |
| 80 | Providing and lead caulked joint100 Diaas per DSR-2023_ 17.58.1 |
| 81 | Providing and fixing cast iron trap of self cleansing design with cast iron screwed down or hinged grating with or without vent arm complete, including cost of cuttingand making good the walls and floors.100 mm inlet and 100 mm outlet,Sand cast iron S&S as per IS: 3989as per DSR-2023_ 17.60.1.1 |
| 82 | Painting sand cast iron / centrifugally cast iron( spun) iron soil, waste and vent pipes and fittings with paint of any colour such as chocolate, grey or buff etc. over a coat ofprimer (of approval quality) for new work100mm diaas per DSR-2023_ 17.65.1 |
| 83 | Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 31 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 mmminimum water seal, weighing not less than 260 gms.as per DSR-2023_ 17.70.1 |
| 84 | 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.as per DSR-2023_ 17.71 |
| 85 | Providing and fixing of Health faucet including materilal, labour, T & P etc. complete.Cat No. Jaquar ALE-583as per DSR-2023_ M.R. |
| 86 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushingas per DSR-2023_ 17.4.1 |
| 87 | Providing & fixing stone slab table rubbed, edges rounded and polished of size 75 X 50cm deep and 1.8 cm thick fixed in urinal patitions by cutting chase of appropriate width with chase cutter and embedding the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregste 6mm nominal size) as per Engineer-in-charge and finished smoothGranite stone of approved shadeas per DSR-2023_ 8.10.2 |
| 88 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge..Internal work - Exposed on wall20 mm dia nominal boreas per DSR-2023_ 18.7.2 |
| 89 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge..Internal work - Exposed on wall25 mm dia nominal boreas per DSR-2023_ 18.7.3 |
| 90 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge..Internal work - Exposed on wall32 mm dia nominal boreas per DSR-2023_ 18.7.4 |
| 91 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.15 mm dia nominal boreas per DSR-2023_ 18.8.1 |
| 92 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.20 mm dia nominal boreas per DSR-2023_ 18.8.2 |
| 93 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.External work40 mm dia, nominal boreas per DSR-2023_ 18.9.5 |
| 94 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.External work50 mm dia, nominal boreas per DSR-2023_ 18.9.6 |
| 95 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.External work65 mm dia, nominal boreas per DSR-2023_ 18.9.7 |
| 96 | Providing and fixing of gun metal gate valve with CI wheel of approved quality(screwed ends)25mm dia, nominal boreas per DSR-2023_ 18.17.1 |
| 97 | Providing and fixing of gun metal gate valve with CI wheel of approved quality(screwed ends)40 mm dia, nominal boreas per DSR-2023_ 18.17.3 |
| 98 | Providing and fixing of gun metal gate valve with CI wheel of approved quality(screwed ends)50 mm dia, nominal boreas per DSR-2023_ 18.17.4 |
| 99 | Providing and fixing uplasticised PVC connection pipe with brass unions :15 mm nominal boreas per DSR-2023_ 18.21.2.1 |
| 100 | Providing and fixing C.P. brass long body bib cock of approved quality conforming toIS standards and weighing not less than 690 gms.15mm nominal boreas per DSR-2023_ 18.51.1 |
| 101 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points ofapproved quality conforming to IS 8931 a) 15 mm nominal bore.15 mm nominal boreas per DSR-2023_ 18.53.1 |
| 102 | Providing and fixing PTMT grating of approved quality and colourCircular type100 mm nominal diaas per DSR-2023_ 18.58.1.1 |
| 103 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m :Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia.as per DSR-2023_ 2.10.1.2 |
| 104 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round R.C.C. pipes including bed concrete asper standard design :150 mm diameter R.C.C. pipeas per DSR-2023_ 19.2.2 |
| 105 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round R.C.C. pipes including bed concrete asper standard design :250 mm diameter R.C.C. pipeas per DSR-2023_ 19.2.4 |
| 106 | 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 lessthanWith F.P.S. Bricks class designation 75as per DSR-2023_ 19.4.1.1 |
| 107 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 finesand) including testing of joints etc. complete :150 mm dia rcc pipeas per DSR-2023_ 19.6.2 |
| 108 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 finesand) including testing of joints etc. complete :250 mm dia rcc pipeas per DSR-2023_ 19.6.3 |
| 109 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand )R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty)455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With F.P.S. bricks with class designation 150as per DSR-2023_ 19.7.1.1 |
| 110 | Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg(weight of cover 58 kg and weight of frame 58 kg) :With F.P.S. bricks class designation 150as per DSR-2023_ 19.7.2.1 |
| 111 | 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 1 0 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameteras per DSR-2023_ 12.41.2 |
| 112 | Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x1010 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. :100 mm diameteras per DSR-2023_ 12.38.1 |
| 113 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 1 0 mm gap for thermalexpansion.Bend 87.5°1 1 0 mm bendas per DSR-2023_ 12.42.5.2 |
| 114 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 1 0 mm gap for thermalexpansion.Shoe (Plain)1 1 0 mm Shoeas per DSR-2023_ 12.42.6.2 |
| 115 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stoneaggregate 40 mm nominal size) in R.C.C. pipes including bed concrete as per standard design :200 mm diameter S.W. pipeas per DSR-2023_ 19.2.3 |
| 116 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mmnominal size) as per standard design :With 20x20 mm square baras per DSR-2023_ 19.15.1 |
| 117 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer inCharge.80 mm nominal dia pipesas per DSR-2023_ 0 |
| 118 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled andneatly dressed.In all kind of soil upto 1.5m to 3.0m. depthas per DSR-2023_ 2.8.1+2.29.1 |
| 119 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled andneatly dressed.In all kind of soil upto 3.0m to 4.5m. depthas per DSR-2023_ 2.8.1+2.29.1*2 |
| 120 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled andneatly dressed.In all kind of soil upto 3.0m to 4.5m. depthas per DSR-2023_ 2.8.1+2.29.1*3 |
| 121 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Slab and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20as per DSR-2023_ 5.3 |
| 122 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.H.D. -20- Circular shape 560mm internal diameteras per DSR-2023_ 19.19.3.1 |
| 123 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level. Drilling of 300mm dia bore hole.as per DSR-2023_ 23.1.1.1 |
| 124 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size diaas per DSR-2023_ 23.4.2 |
| 125 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.as per DSR-2023_ 23.5 |
| 126 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.as per DSR-2023_ 23.6 |
| 127 | Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.as per DSR-2023_ 23.7 |
| 128 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge.as per DSR-2023_ 23.8 |
| 129 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 coarse 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 :With class-m-150 bricksas per DSR-2023_ 18.33.1 |
| 130 | Transportation Charges of drilling equipment including assembly and other material as required.as per DSR-2023_ M.R. |
| 131 | Drilling of 400 mm. dia by rotary machineas per DSR-2023_ M.R. |
| 132 | Supply & laying of 200 mm. dia housing pipe (8 mm. thick)as per DSR-2023_ M.R. |
| 133 | Supply & laying of 150 mm. dia blind pipe (8 mm. thick)as per DSR-2023_ M.R. |
| 134 | Supply & laying of 150 mm. dia slotted pipe (8 mm. thick)as per DSR-2023_ M.R. |
| 135 | Supply & fixing of 200 mm. dia Socketas per DSR-2023_ M.R. |
| 136 | Supply & fixing of 150 mm. dia Socketas per DSR-2023_ M.R. |
| 137 | Supply & fixing of 150 mm. dia Bail plugas per DSR-2023_ M.R. |
| 138 | Supply & fixing of 2000 mm. dia well capas per DSR-2023_ M.R. |
| 139 | Supply & fixing of 200x150 mm. dia reducer.as per DSR-2023_ M.R. |
| 140 | Supply & fixing of 200 mm. dia housing clampas per DSR-2023_ M.R. |
| 141 | Supply & Filling of pee gravel 2 mm. 4 mm. in side of bore after lower and development as required as per direction of E/I.as per DSR-2023_ M.R. |
| 142 | Development by air compressor including Transportation.as per DSR-2023_ M.R. |
| 143 | Development by O.P. Unit including Transportation.as per DSR-2023_ M.R. |
| 144 | Supply of KSB make submersible pump suitable for tube well capable of pumping clear and cold water free from chemical and directly coupled with electric moter operating of 415 volt suitable for 3 phase 50 cycle A.C. Supply of following duty condition.B - Total Head of pump set 25 m.as per DSR-2023_ M.R. |
| 145 | Supply and fixing of finolex or equivalent ISI marked submersible copper cable of size 2x3x2.5 sq. mm.as per DSR-2023_ M.R. |
| 146 | Supply of control panel cubical type wall mounted vermin proof with internal wiring duly enameled painted and mechanically finished having L&T of qul. Male switch fuse unit with HRC fuses, Ameter, Boltmeter, Selector switch, phase indicating lamp with bulbs, instrument fuses, power capcitor single phase preventor etc. complete set with supply of Jyoti or eq. Air break Star- Delta motro starter suitable for above submersible pump set.as per DSR-2023_ M.R. |
| 147 | Supply of 50mm dia M.S. column pipe of class 'C' both and socketed with heavy sockets in 3/6 meter length and one end flanged complete with interlocking arrangements.as per DSR-2023_ M.R. |
| 148 | Supply of 50mm dia M.S. column pipe clamps with nut, bolts, packing etc.as per DSR-2023_ M.R. |
| 149 | Supply of 50mm dia C.I. double flanged ISI mark reflex valve of updadhya or equ. Make.as per DSR-2023_ M.R. |
| 150 | Supply of 50mm dia C.I. double flanged ISI mark sluice valve with hand wheel of upadhya or equ. Make.as per DSR-2023_ M.R. |
| 151 | Supply of C.I. double flanged bend of 50mm dia i/c cost of material and labour.as per DSR-2023_ M.R. |
| 152 | Supply of 50mm dia C.I. tee heavy quality i/c cost of material.as per DSR-2023_ M.R. |
| 153 | Supply of Guru/Fibing or equivalent make pressure gauge.as per DSR-2023_ M.R. |
| 154 | Erection & commissioning of pumping plants complete along with electric wiring.as per DSR-2023_ M.R. |
| 155 | Supply of steel wire rope of 1/2\\" sizeas per DSR-2023_ M.R. |
| 156 | S/B of 600mm x 600 mm x 6.0 mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead on one no. 8 to 10 SWG GI wite in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. , pipe and G.I. wire will be extra) 30 cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal. coke and salt at least 150mm thick alround etc. as per directions of E/I complete in all respects as per drawing.as per DSR-2023_ M.R. |
| 157 | S/F of one number 8 to 6 SWG G.I. wire in 15mm dia G.I. Pipe for earthing, laid in ground or in wall duly concealed includingn the cost of cement, sand labour. T&P other material required for proper completion of the work as directed at site.as per DSR-2023_ M.R. |
| 158 | S/F of aluminium conductor PVC insulated armoured, served, sheathed 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 on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by E/I complete in all respects The armoring of the cable shall be properly connected with the earth conductor by clamps etc.16 sqmm x 4 coreas per DSR-2023_ M.R. |
| 159 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.as per DSR-2023_ 16.10 |
| 160 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.as per DSR-2023_ 2.28.1 |
| 161 | Providing and laying in position ready mixed or site batched design mix cementconcrete for plain 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Concrete of M10 grade with minimum cement content of 220 kg /cumas per DSR-2023_ 4.20.1.1 |
| 162 | Providing and laying in position ready mixed or site batched design mix cementconcrete for plain 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Concrete of M10 grade with minimum cement content of 220 kg /cumas per DSR-2023_ 0 |
| 163 | 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 appropriateproportions 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 Engineerin- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 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 machineas per DSR-2023_ 16.43.2 |
| 164 | Providing and laying 200 Micron Dust proof waterproof PlasticPolythene Sheetas per DSR-2023_ M.R. Please Enable Macros to View BoQ information |
| 165 | Providing and laying 200 Micron Dust proof waterproof PlasticPolythene Sheetas per DSR-2023_ M.R. Please Enable Macros to View BoQ information |