| 1 | 1 | Earth work in exacavation in tresches for foundation and for pipes cables etc. in ordinary soil (loam clay or sand) including lift uup to 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. Exculding Raylity. SI. No. 251 (PWD-251) | | 80.16 | cum |
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| 2 | 2 | Provinding and laying in cement concrete 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate, 40 mm nominal size) and curing complete, including lead up to 50m and lift upto 1.5m and including cost of form - work, in foundation and floors. (PWD-281) | | 23.9 | Cum |
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| 3 | 3 | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. Labour rate only. (PWD-255) | | 14.23 | cum |
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| 4 | 4 | Provinding and injecting chemical emulsion for preconstruction antitermite treatment and creating a chemical barrier under and a;round the colum pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313 (Part II 1981) Aldering emulsifiable concentrate or any other approved material such as Heptrachlor or Chloradane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm. (4) Treatment junction of wall and the floor 7.5 liters/sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimeter 5 liters/sqm. (As per manufactuer's standard dilution) (DSR-2.35.3.1) | | 118 | SQM |
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| 5 | 5 | R.C.C. work with cement approved coarse sand and 20mm. guage approved stone grit in the proportion of 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding wire and including necessary centering and shttering etc. and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength fo the concrete shall not beless than M-150. ((PWD-283) | | 5.44 | cum |
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| 6 | 6 | As in item no. 6 above but for slabs (Using 1:2:4 Mix concrete) (PWD-284) | | 15.03 | cum |
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| 7 | 7 | First class bricks work in 1:4 cement and fine sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour abd T & P etc required for proper completion of the work.. (PWD-305) | | 41.16 | cum |
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| 8 | 8 | 25mm thick damp proof fourse of cement & approved soarse sand 1:2 with & including water proofing materials as ordered by E/I in the proportion as specified by the manufactures including supply of all material labour, T&P etc. requried for proper completion of the work including proper curing and shuttering. (PWD-361) | | 20.47 | sqm |
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| 9 | 9 | Same as in item no. 8 above but in super structure above plinth level up to floor two level (up two storeys) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 1.5 Brick thick wall. (PWD-309) | | 43.1 | cum |
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| 10 | 10 | Same as in item no. 10 but in 1:3 cement and coarse sand mortar in superstructure for wall thickness 23cms & below brikc work. (PWD- 310) | | 43.1 | cum |
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| 11 | 11 | Same as in item no. 10 but in 1:3 cement and coarse sand mortar in superstructure for wall thickness 12cms & below brikc work. (PWD-310A) | | 9.92 | cum |
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| 12 | 12 | Same as in item no. 10 but in 1:3 cement and coarse sand mortar in superstructure for wall thickness 12cms & below brikc work. (PWD-307) | | 9.92 | cum |
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| 13 | 13 | P/F MIld steel or iron in plain work such as reinforced concrete, brick work (when not included in over all rates) wrought to requried 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. (PWD-504) | | 21.96 | qtl |
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| 14 | 14 | 12mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 1:3 coarse sand. (PWD-583) | | 405.55 | sqm |
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| 15 | 15 | 6 mm thick plaster in 1:3 cement & coarse sand on ceiling and soffits of stairs upto floor two level. (PWD-582) | | 89.8 | sqm |
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| 16 | 16 | Extra for Plaster in ceiling. (PWD-587) | | 89.8 | sqm |
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| 17 | 17 | Making rooves 10 to 12mm wide x 8mm deep in plaster of the wall or in ceiling vertially or horizontally as required. (PWD-598) | | 167.26 | Rm |
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| 18 | 18 | 40mm thick 1:2:4 plain cement concrete floor (1 cement : 2 coarse sand :4 graded stone aggregate 12-2mm nominal size laid in one layer neat cement. (PWD-605) | | 54.05 | sqm |
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| 19 | 19 | 20 mm thick cement plaster in dado/skirting in 1:3 consisting of onw part of cement and 2 parts of approved coarse sand laid in panels, finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials labour T & P etc. required for proper completion of the work. (PWD-597) | | 17.19 | sqm |
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| 20 | 20 | Providing & fixing glass strip of 3.5mm thickness & 3.7cm depth in joints of floor and skirting at the time of laying floors flush with floor level including labour, tools plants ets complete. (PWD-M-2C) | | 16.74 | Rm |
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| 21 | 21 | Provinding and laying Ceramic glazed floor tiles of size 300x300 mm (thicknesss to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colour such as White, lvory, Grey, Fume Red, Brown, laid on 20mm thick cement mortar 1:4 (1 cement : 4 Coars sand), including pointing the joints with white cement and matching. (DSR-11.37) | | 48.66 | sqm |
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| 22 | 22 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make,in all acolours, shades except burgundy, bottle green, black of nay size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment if matching shade complete. (DSR-11.36) | | 173.56 | sqm |
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| 23 | 23 | Providing and laying vitrified floor tiles in diffeent 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 cplours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting pigments etc, completer .(a) Size of Tile 600x600 mm. (DSR-11.41.2) | | 57.87 | sqm |
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| 24 | 24 | Providing and laying vitrified tiles in different sizs (thickness to be specified by manufacturer),with water absorption less than 0.08% and confirming to IS. 15662, of a approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement omoprtar 1:3 (1 cement: 3 coarse sand). including grouting the joint with white cement & matching pigments etc. complete. (a) Size of Tile 600x600 mm. (DSR-11.41.2) | | 9.21 | sqm |
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| 25 | 25 | 30mm thick Fiberglass Reinforced Plastic (F.R.P. ) Flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/ Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of (a) Single leaf (DSR-9.122.2) | | 26.25 | sqm |
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| 26 | 26 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods, grantings etc. (When not including in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if requied for an welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. (PWD-502) | | 1.61 | qtls |
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| 27 | 27 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x45 mm having single rebate or 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The Fram shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady} the frame. (DSR-9.121) | | 114.8 | Rm |
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| 28 | 28 | Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone grit 20 mm nominal size for pressed steel chaukhat filling and for hold fast M-15 concrete etc. including all materials, T & P etc. complete. (PWD-279b) | | 0.183 | cum |
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| 29 | 29 | Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on ceilling to give an even shade over & including a priming coat with cement primer of approved brand & manufacture wuch as Berger, J&N, Shalimar, Asian paints, after throughly brushing the surface free from mortar dropping & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials. (PWD-649+65) | | 174.765 | sqm |
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| 30 | 30 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 Ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10sqm) (DSR-13.46.1) | | 405.55 | sqm |
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| 31 | 31 | Providing and laying 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. (DSR-13.80) | | 89.8 | sqm |
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| 32 | 32 | Providing & fixing aluminium sliding door bolts ISI marked anodised ( anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mmx16mm. (DSR-9.96.2) | | 16 | nos. |
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| 33 | 33 | (a) 300 mm x 10mm (DSR-9.97.10) | | 16 | nos. |
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| 34 | 34 | (b) 200 mm x 10mm (DSR-9.97.3) | | 16 | nos. |
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| 35 | 35 | Providing & fixing aluminium handles ISI marked anodised ( anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete (125 MM) (DSR-9.100.1) | | 32 | nos. |
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| 36 | 36 | 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 adjoing walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken brick bats 25 mm to 115mm 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 20mm 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 similary 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 2.75kg/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 compund 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 th surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm 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 : 1:4 (1 cement : 4 coarse sand) admixed with water proofing compund 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 th surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm 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 with avearge thickness of 120mm and minimum thickness at khurra and 65 mm. (DSR-22.7.1) | | 116.62 | sqm |
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| 37 | 37 | Painting two coat over printing coat (but including cost of printing coat) on steel and other metal surface up to 10 cm. width or grith or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superiac, DULUX specified brushing to give an even shade and including cleaning the suurface of all dirt, dust and other foregin matter sand papering and stopping including cost of all materials, labour tooks and plants etc. required for proper completion of the work. (PWD-641+642) | | 58.44 | sqm |
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| 38 | 38 | Fixing panes of glass with atul or equivalent I.S.I. marked quality putty, brads and springs complete. (a) 4 mm thick. (DSR-10.30.1) | | 2.97 | sqm |
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| 39 | 39 | Providing and fixing in position collapssible steek shutters with vertical channel 20*10*2 mm and bracd witj flat iron diagonal 20*5 mm size with top and bottom rails of T iron 40*40*6 mm 38mm dia puleys with bolts, nuts locking arrangement, stoppers handles complete including applying apriming coat of approved paint. (DSR-10.3) | | 8.89 | sqm |
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| 40 | 40 | Providing and fixing water clset squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P.or S trap, 10 liter low lwvel white P.V.C. flushing cistern with manuallu controlled device (handle level) conforming to IS:7231, Parryware/Hindware/Seabird/Orient (Coral) with all fitting and fixtures complete incuding cutting and making good the walls and floors wherever required. White Vitreous China Orissa pattern W.C. pan of size 580x440mm with intergral type foot rests. (DSR 2018 17.1.1) | | 10 | each |
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| 41 | 41 | Providing and dixing white vitreous chna peddestal type water closet (European type W.C. pan) with seat an Lid, 10 liter low lvel white P.V.C. flushing cistern with manually controlled device (handle lever), confirming to IS : 7231, Parryware/Handware /Seabrid /Orient (Coral) with all fittig and fixtures complete including cutting and making good the walls and floor wherever required : W.C. pan with ISI marked black solid plastic seat and lid . (DSR 2018 17.2.2) 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 plung, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls whereve required. a) White Virreous China flat back wash Basin size 550x400 mm with single 15 mm C.P. brass pillar tap. Providng and fixing P.V.C. waste pipe for sink or wash incluidng P.V.C. waste fittings complete. Semirigid pipe .(DSR 2018 17.7.4) | | 1 | each |
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| 42 | 42 | 32 mm dia 9 (DSR 2018 17.28.1.1) | | 7 | each |
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| 43 | 43 | 40 mm dia (DSR 2018 17.28.1.2) | | 2 | each |
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| 44 | 44 | Providng and fixing 600x450mm bevelled edge mirror of superior glass(of approved quality) computer with 6mm thick board gorund fixed to wooden cleats with C.P. brass screws and washers complete. (PWD-CH-22-16) | | 7 | each |
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| 45 | 45 | Providing and fixing white viterous china battery basred infrared sensor operated urnial of approx. size 610x390x370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall siwth suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. ((DSR 2018 17.8) | | 3 | each |
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| 46 | 46 | Providing and fixing stone slab table rubbed, edges rouded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chas cutter and embedding the stone in the chase with epoxy grout or with cement conceret 1:2:4 (1 cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved. (DSR 2018 8.10.2) | | 9 | each |
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| 47 | 47 | CP BRASS FITTING Providing and fixing unplasticied PVC connection pipe with brass unions 45 cm length 15 mm nominal bore. (DSR 2018 18.21.2.1) | | 11 | each |
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| 48 | 48 | Providing and fixing C.P. brass bib cock of approved qualtiy conforming to IS:8931 a) 15mm nominal bore. (DSR 2018 18.49.1) | | 4 | each |
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| 49 | 49 | Providing and fixing C.P. brass long body bib cock of approved qualtiy conformin to IS standards and weighing not less 690 ----- a) 15 mm nominal bore. (DSR 2018 18.51.1) | | 10 | each |
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| 50 | 50 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality confrorming to IS.8931. a) 15 mm nominal bore. (DSR 2018 18.51.1) | | 10 | each |
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| 51 | 51 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet. 150 mm diameter. (DSR 2018 18.22.2) | | 4 | each |
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| 52 | 52 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS.8931. 15mm nominal bore. (DSR 2018 18.52.1) | | 6 | each |
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| 53 | 53 | Prooviding & Fixing soil, waste and vent pipes. a) 100mm dia centifugully cast iron S & S pipe. (DSR 17.35.1.2) | | 35 | Rm |
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| 54 | 54 | b) 100mm dia centifugully cast iron S & S pipe. (DSR 17.35.2.2) | | 25 | Rm |
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| 55 | 55 | Providing lead caulked joints to sand cast iron/centrifugully cast (Spun) iron pipes & fitting of diameters. a) 100mm dia centifuglly cast iron 5 & S pipe. (DSR 17.58.1) | | 14 | nos. |
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| 56 | 56 | b) 75 mm dia centifuglly cast iron 5 & S pipe. (DSR 17.58.2) | | 11 | nos. |
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| 57 | 57 | Providing and laying cement concerete 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aaggregate 20mm nominal size) around P.V.C. soil and waste pipe including bed concerete as per standard design (mbedded in the flooring/ground) 100mm dia (DSR No. 19.2.1) | | 35 | mtr |
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| 58 | 58 | Providing & fixing cast iron trap o self cleasing design with or withour ventarm complete, including cost of cutting & making good the walls & floors. A) 100 mm inlet & 75 mm clutlet (DSR 17.60.2.1) | | 15 | nos. |
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| 59 | 59 | Providing & fixing cast iron coller, a) 100 mm dia sand cast iorn ss. (DSR 17.57.2.1) | | 15 | nos. |
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| 60 | 60 | Providing & fixing cast iorn colle. b) 75 mm dia sand cast iorn ss. (DSR 17.57.2.2) | | 10 | nos. |
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| 61 | 61 | Provinding and fixing plain cast iorn S & S saniraty bend. a) 100 mm (DSR 17.39.1.2) | | 9 | nos. |
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| 62 | 62 | Providing and fixing plain cast iron S & S sanitary bend. b) 75mm (DSR 17.39.2.2) | | 6 | nos. |
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| 63 | 63 | Providing & fixing bend of required degree with access foor, insertion rubber washer 3mm thick, bolts, and nuts, complete. A) 100 mm (DSR 17.38.1.2) | | 5 | each |
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| 64 | 64 | Providing & fixing bend of required degree with access foor, insertion rubber washer 3mm thick, bolts, and nuts, complete. b) 75 mm (DSR 17.38.2.2) | | 5 | nos. |
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| 65 | 65 | Providing and fixing on wal face unplasticised PVC moulded fitting/accessories for unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110 mm (DSR 12.41.2) | | 65 | mtr |
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| 66 | 66 | Providing and fixing on wal face unplasticised PVC moulded fitting/accessories for unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Bend 87.5 degree. 110 mm Bend (DSR 12.41.2) | | 12 | each |
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| 67 | 67 | Shoe 9 Plain) 110 mm shoe (DSR 12.42.6.2) | | 12 | each |
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| 68 | 68 | Providing and fixing unplasticised- PVC pipe clips of approved design to unplasticised - PVC rain water pipes by meand 50x50x50 mm screws of required length including cutting brick work and fixing in cement : 4 coarse sand ) and making good the wall etc. complete. 110 mm (DSR 12.42.2) | | 45 | each |
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| 69 | 69 | Making khurras 45x45 cm with average minimum thickness of 5 mm cement concrete 1:2:4 (1 cment : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1m x400 micron, finished with 12 mm cement plaster 1:23 ( 1 cement : 3 coarse sand) and a coat of neat cement, punning, rounding the edges and making and finishing the outlet complete. 12.22 | | 32 | each |
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| 70 | 70 | III INTERNAL & EXTERNAL WATER SUPPLY WORKS Providing and fixing cpvc pipe complete with GI fitting and clamp including cutting and making good walls etc (nternal works). Internal work conseeld on wall 15 mm dia nominal bore (DSR 18.8.1) | | 45 | mtr |
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| 71 | 71 | 20 mm nominal bore (DSR 18.8.2) | | 75 | mtr |
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| 72 | 72 | 25 mm dia nominal bore (DSR 18.83) | | 35 | mtr |
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| 73 | 73 | 32 mm dia nominal bore (DSR 18.8.4) | | 60 | mtr |
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| 74 | 74 | 40mm dia nominal bore (DSR 18.10.5) | | 15 | mtr |
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| 75 | 75 | Providing and fixing GI union in GI pipe including cutting and threading the pipe and making long screw etc complete ( New work). 15 mm dia nominal bore ( DSR 18.46.1) | | 20 | mtr |
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| 76 | 76 | 25 mm dia nominal bore (DSR 18.46.3) | | 15 | mtr |
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| 77 | 77 | 32 mm dia nominal bore (DSR 18.46.4) | | 20 | mtr |
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| 78 | 78 | 40 mm dia nominal bore (DSR 18.46.5) | | 6 | mtr |
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| 79 | 79 | Providing and fixing gun metal gate valve with wheel of approved quality. 25 mm dia nominal bore (DSR 18.17.1) | | 4 | each |
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| 80 | 80 | 32 mm dia nominal bore (DSR 18.17.20 | | 2 | each |
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| 81 | 81 | 40 mm dia nominal bore (DSR 18.17.23) | | 1 | each |
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| 82 | 82 | Providing and fixing borss stop cock of approved quality. 20 mm nominal bore (DSR 18.16.2) | | 3 | nos. |
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| 83 | 83 | Providng and placing on tarrace polyhine water stor age tank ISI 12701 maked indicating the bis licence with cover and suitable locking arrangement and making necessary holes for inlet our let and over flow lpipes but without fitting and base support for tank capacity per liter. (DSR 18.48) | | 5000 | LT |
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| 84 | 84 | P/F of PTMT ball cock of 25 mm dia (DSR 18.62.3) | | 5 | nos. |
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| 85 | 85 | SEWARAGE SYSTEM Excavating trenches of required for pipe cable etc. including excavation for sockets and dressing of sides ramming of bottom, depth up to 1.5 including getting out the excavated soil. And them returning the soil ad required in layers no exceeding 20cm in depth including consolidating each deposited layers by ramming watering etc. and disposing of surplus exvateted soil as directed within a lead of 50mm. All kinds o soil . Pipe cable etc exceeding 780 mm dia but not exceeding 300mm (DSR 2.10.1.2) | | 35 | mtr |
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| 86 | 86 | Providing layingand jointing glazed stone ware pipe grade \"A\" with stiffmixture of cement mortar in the propertion of 1:1 ( 1 cement and fine sand) including testing of joints etc complete. 100 mm dia meter. (DSR 19.1.1) | | 15 | mtr |
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| 87 | 87 | 150 mm dia meter (DSR 19.1.2) | | 20 | mtr |
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| 88 | 88 | Providing and laying cement concerete in proportion of 1:5:10 cement coarse sand and 40 mm nominal size stone gritt all arround S.W pipe including bed concrete as perstanderd design. 100 mm dia meter SW pipe line. (DSR 19.1.1) | | 15 | mtr |
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| 89 | 89 | 150 mm dia meter sw pipe line. (DSR 19.9.2) | | 20 | mtr |
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| 90 | 90 | Providing and fixing square mouth s.e. gully trap grade 'A' complete with C.I grating bricks masonary chamber with water tight C.I. cover with frame of 300x300mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.7kg as per standerd design 150x100 mm size P type with sewer briks conferm to SI. 4885 (DSR 19.4.2.2) | | 5 | each |
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| 91 | 91 | Construction bricks massonary mainhole in cment mortar 1:4 cement & coarse sand, RCC top slab with 1:2: cement coarse sand & 20 mm stone gritt foundation concrete 1:4:8 mix, insuide plastering with 12mm thick with cement mortar 1:3 finished with floating coat to nneat cement and making channels in cment concrete 1:2:4 finished with floating coat of neat cement complete as per standard design insides size 90x80cms and 45cm deep. With FPS bricks of class design M-150 (1) For Sewer Line (DSR 19.7.1.1) | | 3 | each |
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| 92 | 92 | Size 90x80cm with FPS bricks (DSR 19.8.1.18) | | 2 | each |
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| 93 | 93 | Providing M.S. foot rests including fixing in manhole with 20x20x10cm cement concrete block 1:3:6 as per standard design with 20x20mm square bar. (DSR 19.15.1) | | 6 | each |
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| 94 | 94 | SANITARY INSTALLATIONS & C P FITTINGS Bottle trap 38mm single piece moulded with height of 270mm effective length of tail pipe 260mm from the center of waste pipe coupling. 77mm breadth with 25mm minimum water seal, weighting not less than 263g (DSR 17.70.2) | | 3 | each |
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| 95 | 95 | Providing and fixing 60x20mm CP Brass towel rail complete with CP Bross brackets fixed to wooden cleats with CP bross screw ware C9948 (PWD ch22) | | 4 | each |
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| 96 | 96 | Earth work in exacavation in tresches for foundation and for pipes cables etc. in ordinary soil (loam clay or sand) including lift uup to 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c. with in a lead if 50m. Excluding Raylity. | | 6.75 | cum |
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| 97 | 97 | Providing and layiing in cement concrete 1:4:8(1 cement : 4 fine sand : 8 graded stone aggreagate, 40mm nominal size) and curing complete, including lead up to 50m and lift up to 1.5m and including cost of form - work, in foundation and floors. | | 9.3 | cum |
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| 98 | 98 | First class bricks work in 1:4 cement and fine sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour abd T & P etc required for proper completion of the work.. | | 4.83 | cum |
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| 99 | 99 | P/L of 125 micron polythin sheet including supply of all T&P etc complete. | | 75 | sqm |
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| 100 | 100 | C C road slab in proportion of 1:1.5:3 including supply of all T&P complete SI No. 773(b) | | 7.5 | cum |
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| 101 | 101 | 12mm thick plaster 1:4 cement & coarse sand including supply of all T&P complete. | | 17.5 | sqm |
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