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| 1 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. |
| 2 | Filling Carted of earth |
| 3 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 4 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour and T & P etc required for proper completion of the work. |
| 5 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at groundfloor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane 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 of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. |
| 6 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. 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. Binding wire cost being inluded in the item. Lintel Band ground floor |
| 7 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in slab excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. 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. Binding wire cost being inluded in the item. Same as above for ground floor |
| 8 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in beams excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. 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. Binding wire cost being inluded in the item. Same as above for ground floor |
| 9 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in raft foundation and footing excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. 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. Binding wire cost being inluded in the item. |
| 10 | M-150 Class brick work in 1:6 cement and coarse sand of 2.25 F.M. mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:6 cement & coarse sand) |
| 11 | Applying a coat of residual petroleum bitumen of grade of 85/50 OR 85/25 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 12 | M-150 Class brick work in 1:6 cement & coarse sand of 2.25 F.M. in super-structure above plinth level includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. |
| 13 | Same as in item above but in 1:3 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. |
| 14 | Providing & fixing ISI marked flush door shutters conforming IS: 2202 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(a) 35mm thick including ISI marked stainlesssteel butt hinges with necessary screws. |
| 15 | (b) Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). |
| 16 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Hold fast for chaukhats of doors/windows. |
| 17 | Door / windows & Staircase grill. |
| 18 | Z-Section windows openable |
| 19 | Angle iron door chaukhat 40*40*5 |
| 20 | 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 12 mm mild steel U beading |
| 21 | Fixing of Door, windows/ventilators chaukhats in position. (a) Door chaukhats |
| 22 | (b) Window chaukhats |
| 23 | © Ventilator |
| 24 | FE-500 or above 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. Same as above for ground floor |
| 25 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) |
| 26 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 course sand of 2.25 F.M. |
| 27 | 12 mm 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 : 6 course sand of 2.25 F.M. |
| 28 | Engraving lines in the plaster of outer face wall vertically and horizontally to display the surface as stone facing as directed by the Engineer incharge including labour T & P etc required for proper completion of the work. Add for extra labour to all items of plaster. |
| 29 | Providing and laying of 8 to 10 mm thick ivory or light shade vitrified tiles of 600 mm x600 mm size in flooring or skirt ing laid with 1:3 cement mortar (1 cement : 3 coarse sand) finishing with cement slurry & with pigment grouting & polishing complete i/c supply of all materials, labour T & P required for proper completion of work. |
| 30 | Providing and laying of 8 to 10 mm thick ivory or light shade vitrified tiles of 600 mm x600 mm size in flooring or skirt ing laid with 1:4 cement mortar (1 cement :4 coarse sand) finishing with cement slurry & with pigment grouting & polishing complete i/c supply of all materials, labour T &P required for proper completion of work. |
| 31 | Supply and fixing of 6mm thick China white glazed tile in flooring or in skirting or dado laid with 1:3 cement & approved coarse sand mortar finished with white cement slurry, jointing and polishing complete including supply of all materials, labour and tools and plants. |
| 32 | 25mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement. |
| 33 | Supply & fixing of Kota stone in flooring 20mm thick and joint filled with 1:2 cement & coarse sand with approved colouring materials to be given an even shade with 12 mm base coat(bedding) of 1:2 cement & coarse sand mortar and polished by hand or machine and finally finished with french mason polish or other approved polish including supply of all materials, labour, T & P etc. required for proper completion the work excluding base concrete. |
| 34 | Supply & fixing 10 to 12mm thick Kota Stone slab in skirting or dado laid with 1:2 cement and approved coarse sand mortar finished with in its cement slurry, jointing and polished of approved quality complete, including supply of all materials, labour, tools and plants etc required for proper completion of the work. |
| 35 | 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. (a) Area of slab upto 0.50 sqm |
| 36 | Painting or varnishing work in small areas or new wood work with one coat upto one square metre of ready mixed priming paint and one coat of approed superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should fonfirm the ISI no. 103-1950 (M.S. works) |
| 37 | Same as above but wooden painting. |
| 38 | 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 WEATHER coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 39 | Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on ceiling to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & 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. (Inner walls) |
| 40 | Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on ceiling to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & 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. (Ceiling) |
| 41 | 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. |
| 42 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes |
| 43 | Providing & fixing Stainless steel 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) 250mm x 16mm . |
| 44 | Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete (a) 250 mm x 10mm |
| 45 | (a) 200 mm x 10mm |
| 46 | Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm |
| 47 | Providing & laying \"brick Coba\" 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brickballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. |
| 48 | 12 mm cement plaster of single or half brick wall of mix : 1:3 (1 cement: 3 coarse sand) |
| 49 | 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).) : dark shade using ordinary cement |
| 50 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 51 | Making drain along with the apron |
| 52 | Providing and fixing LUMINIUM WORK FOR Door windows |
| 53 | Providing and fixing 12 mm thick prelaminated particle board flatpressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge |
| 54 | Wall Painting in Rooms and Front Of Main Building in Yellow Metal |
| 55 | Wiring points for light with 1 sqmm. FR PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FR PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. |
| 56 | Same as item No.(1) but for fanandlight duty exhaust fan. |
| 57 | Supply and wiring of submain one number 2.5 sqmm FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FR PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. |
| 58 | Supply and wiring of submain one number 4 sqmm FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4.0 sqmm FR PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. |
| 59 | Supply and wiring of submain in PVC insulated 1100 V grade single core copper conductor cable in heavy duty PVC conduit partly laid in slab along with reinforcement before concreting withcopperearth continuity wire etc. complete in all 4 X 10sqmm |
| 60 | SUBHEAD II-INSTALLATION OF LIGHT FIXTURES AND FANS Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. down rod 19mm dia duly painted, complete in all respects. |
| 61 | Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. |
| 62 | S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work. |
| 63 | Supplyfixingofelectronic fan regulator 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. |
| 64 | S/F of LED tube light with batten suitable for up to 1X22 watt LED tube light fitting including tube on suraface complete in all respect.CAT-AAA1x22 Watt. |
| 65 | Supply & fixing of Crimping, solder, less, copper ton electroplated lugs of Dowel/ismail make suitable for 1.5 sqmm to 6sqmm cables, including tapping with insulating tape,etc. complete in allrespects. |
| 66 | SUBHEAD III-DISTIBUTION BOARD Construction of recess distribution board of all sizes including cutting of brick work providing lintel of suitable size & thickness plastering etc. with supply of all materials, labours, T & P etc. required for proper completion of work.600x480x200 mm. size |
| 67 | Supply and fixing of factory fabricated M.S. box in existing sunk with Godrej type almirah cover with handle etc. fabricated from 18 SWG M.S. sheet duly painted with red oxide primer followedby two coats of synthetic enamel paint complete with necessary conduit entry and DP/TPN; fixing arrangement and provision for compartment for loose wires, openable housing on the top and hold fast etc. including supply of all material, labour and T & P etc. required for proper completion of the work.600x480x200 mm. size |
| 68 | Supply and fixing of flush/surface mounting distribution boards complete in all respects. CAT-A 4 Way TPN |
| 69 | 6 Way TPN |
| 70 | Supply and fixing of 240 volts \"L\" series miniature circuit breaker 9 K.A / 10 K.A.in existing MCB, DB complete with connections as required.5 - 32 amps. CAT-B |
| 71 | Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 40 Amp. 4 Pole MCB CAT-B |
| 72 | Supply and fixing of power plug with 15A/250 V flush type switch and 3 Pin 15 A/250V flush type socket in suitable M.S. box of 175mmx100x50mm size Switch bakellite sheet cover 3mm thick fixed with brass machine screws and cup washer. |
| 73 | Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. CAT-B |
| 74 | SUBHEAD IV-EARTHING Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm dia G.I.pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects. |
| 75 | Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects. |
| 76 | Supply & fixing of two number 8 SWG G.I. wire for earthing purpose as required complete in all respects. |
| 77 | SUBHEAD V-CABLES Supply and laying of aluminium conducter, PVC insulated armoured, 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. clamps etc. of suitable size.as per direction of Engineer-Incharge.complete in all respect The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 50 sqmm3.5 core |
| 78 | Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. 50 sqmm3.5 core |
| 79 | Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 50 Sq.mm |
| 80 | 25 Sq.mm |
| 81 | SUBHEAD VI-MAINL. T. PANELS Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm. The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself. The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCB\"s to be used. All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. The minimum clearances between bus bars shall be as follows: Phase to phase-minimum 20mm Phase to neutral-minimum 15mm Main L.T. Panel Incoming : One (1) No 100 Amp. 4 pole MCCB of 36 KABreaking capacity Metering : One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch. One (1) No. (0-200A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc. One (1) Set of Phase Indication Lamp. Bus Bar : One (1) No. 63 A, TPN aluminimum bus bar of suitable length. Outgoing : Phase indication lamps on each outgoing to be provided. 63 Amps TP MCCB of 36 KA (Ics=Icu) Breaking Capacity- 2 No. |
| 82 | SUBHEAD VII-MISCELLENEOUS Supply and erection of AC 1200/1400 mm Sweep, 230/250 Volts, 50 Hz ceilling fan with regulater standar down rod, blades including connection etc. complete as required . |
| 83 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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 and floors wherever required W.C. pan with ISI marked white plastic seat and lid |
| 84 | 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 and floors wherever required : |
| 85 | 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 wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. |
| 86 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.32mm dia |
| 87 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 88 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 89 | Providing and fixing C.P. brass bib cock of approved quality conformingto IS:8931 |
| 90 | Providing and fixing C.P. brass long body bib cock of approved qualityconforming to IS standards and weighing not less than 690 gms. |
| 91 | Providing and fixing C.P. brass angle valve for basin mixer and geyserpoints of approved quality conforming to IS:8931 |
| 92 | Providing and fixing soil, waste and vent pipes Centrifugally cast (spun) iron socket &spigot (S&S) pipe as per IS: 3989 |
| 93 | Providing and fixing soil, waste and vent pipes Providing and fixing soil, waste and vent pipes |
| 94 | Providing lead caulked joints to sand cast iron/centrifugally cast(spun) iron pipes and fittings of diameter 100 mm |
| 95 | 75MM |
| 96 | Providing and fixing trap of self cleansing design with screwed downor hinged grating with or without vent arm complete, including cost ofcutting and making good the walls and floors Sand cast iron S&S as per IS - 3989 |
| 97 | Providing and fixing collar 100MM DIA |
| 98 | 75mm |
| 99 | Providing and fixing plain bend of required degree. 100mm |
| 100 | 75mm |
| 101 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100mm |
| 102 | 75mm |
| 103 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarsesand : 10 graded stone aggregate 40 mm nominal size) all-roundS.W. pipes including bed concrete as per standard design100mm dia |
| 104 | 75mm dia |
| 105 | Providing & fixing of G.I pipe complete with G.I fitting and clamps including cutting15mm dia Nominal bore Internal work Expose on Wall |
| 106 | 20mm dia Nominal bore |
| 107 | 25mm dia Nominal bore |
| 108 | 32mm dia Nominal bore |
| 109 | Painting GI Pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality 15mm dia Nominal bore |
| 110 | 20mm dia Nominal bore |
| 111 | 25mm dia Nominal bore |
| 112 | 32mm dia Nominal bore |
| 113 | Providing & fixing of G.I union pipe complete with G.I fitting and clamps including cutting15mm dia Nominal bore |
| 114 | 20mm dia Nominal bore |
| 115 | 25mm dia Nominal bore |
| 116 | 32mm dia Nominal bore |
| 117 | Providing & fixing gun metal valve with wheel of approved quality 32mm dia nominal bore |
| 118 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow ut fittings and the base support for tank |
| 119 | Excavating trenches of required width for pipes, cables, etc includingexcavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m All kind of soil Pipes, cables etc. exceeding 80 mm dia. butnot exceeding 300 mm dia |
| 120 | Providing, laying and jointing glazed stoneware pipes class SP-1with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete100mm diameter |
| 121 | 150mm diameter |
| 122 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarsesand : 10 graded stone aggregate 40 mm nominal size) all-roundS.W. pipes including bed concrete as per standard design100mm dia SW pipe |
| 123 | 150mm dia SW pipe |
| 124 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarsesand : 10 graded stone aggregate 40 mm nominal size) all-roundS.W. pipes including bed concrete as per standard designWith sewer bricks conforming to IS : 4885 |
| 125 | Constructing brick masonry manhole in cement mortar 1:4 ( 1cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm 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 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design nside 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 common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 126 | Extra for proviing & fixibng 125mm dia C.P grating in place of C.I grating |
| 127 | Providing & fixing 60x2cm C.P brass towel rail complete with Cp Brasss bracket fx with C.P brass screw |
| 128 | Supply & fixing of C.P bass C.p soap Tray fix to the wall with PVC rubber plug with CP brass screw |
| 129 | Providing & fixing C.P Brass abulation health faucet assembly with 1.2m wide braded PVC hosewith mounting braketfixed on wall complete |
| 130 | Providing & fixing C.P Brass two way angle wall for EWC points & for fixing Abulation health gaucet of approved quality confirming to IS;8931 15 mm nominal dia |
| 131 | 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 and neatly dressed. In all kind of soil upto 1.5m depth |
| 132 | In all kind of soil upto 1.5m to 3.0m. depth |
| 133 | In all kind of soil upto 3.0m to 4.5m. depth |
| 134 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 135 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand of 2.25 F.M.) |
| 136 | M-20 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases 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 :3 graded stone aggregate 20mm nominal size) |
| 137 | FE-500 or above Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tnsile steel bars. |
| 138 | 15mm cement plaster on rough side of single or half brick wall mix1:4 (1 cement : 4 coarse sand) |
| 139 | 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 |
| 140 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter |
| 141 | RWH 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 manually. |
| 142 | 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 dia |
| 143 | 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. |
| 144 | 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. |
| 145 | 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. |
| 146 | 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. |
| 147 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter. |
| 148 | Providing, laying and joining glazed stone ware 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. a) 150mm diameter S.W. Pipe |
| 149 | b) 200mm diameter S.W. Pipe |
| 150 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) all-round S.W. pipesincluding bed concrete as per standard design : a) 150mm diameterS.W. Pipe |
| 151 | b) 200mm diameter S.W. Pipe |
| 152 | Constructing brick masonry manhole with 150 class designation F.P.S. bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a 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. a) Inside size 60x60 cm & 90 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg. |
| 153 | Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (Rate is including Royality). From 0.00 mt to 1.50 mt |
| 154 | From 1.50 mt to 3.00 mt |
| 155 | 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. |
| 156 | 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 lintels of doors 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-200. |
| 157 | M-150 brick work in 1:4 (one cement and four coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. |
| 158 | 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 steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 159 | 15 mm 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 : 4 Coarse sand |
| 160 | Providing & ixing C.I tee at the inlet and outet of septic tank |
| 161 | Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 1729 |
| 162 | Providing & fixing of 75mm dia cast iron terminal guard |
| 163 | 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) |
| 164 | Providing and fixing in position precast R.C.C. manholecover and frame. Circular shape 500mm internal diameter |
| 165 | Circular shape 450mm internal diameter |
| 166 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
