Construction of District Commandant Residence G plus 1 at Home Guard Dhanbad

5.1.1 EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I

5.1.2 Extra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B)

5.1.8 EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)

5.1.10 Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)

5.6.1 Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge.

5.3.1.3 Providing P.C.C. M-150 with nominal mix of (1:2:4) in Foundation with approved quality of stone metal grade III (53 to 22.4 mm size) and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixture, placing in position, vibration, striking, curing, taxes and royalty all complete as per building specification & direction of E/I.

5.3.9.1 Providing R.C.C. M-20 with nominal mix of (1:1.5:3) in FOUNDATION and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I.

5.3.17.1 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

5.3.10 Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in COLUMN with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge.

5.3.17.6 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts

5.3.10 Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in STIFFENNERS with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge.

5.3.17.6 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts

5.3.10 Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in STIFFENNERS with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge.

5.3.17.21 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick

5.3.11 Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in LINTEL BAND with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all comple as per building specificationand direction of E/I.

5.3.17.21 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick

5.3.11 Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in LINTEL BAND with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all comple as per building specificationand direction of E/I.

5.3.17.21 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick

5.3.11 Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in LINTEL BAND with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all comple as per building specificationand direction of E/I.

5.3.17.20 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick

5.3.11 Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in LINTEL BAND with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all comple as per building specificationand direction of E/I.

5.3.17.19 Centering and shuttering including strutting, propping etc. and removal of form for Weather shade, Chajjas, corbels etc., including edges

5.3.11 Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in LINTEL BAND with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all comple as per building specificationand direction of E/I.

5.3.17.7 Centering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding landings) except spiral-staircases

5.2.3 Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I.

5.3.5 Providing 25 mm thick DAMP PROOF COURSE with cement concrete M-15 with nominal mix 1:2:4 with approved quality of stone ships of 20 mm to 6 mm (20mm to 10 mm : 10 mm to 6 mm stone chips 2:1) size graded and clean coarse sand of F.M. 2.5 to 3 including screening, mixing cement concrete in mixer with 5% Cico or any other approved water proofing compound and placing in position, striking, curing taxes and royalty and complete as per building specification and direction of E/I.

5.2.11 Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge

5.2.23 Providing 125 mm thick REINFORCED DESIGNATION 75 A BRICK WORK in C.M. (1:4) in SUPERSTRUCTURE with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, cost of materials, racking out joints to 15 mm depth, carriage, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of Engineer Incharge .

D.S.R 6.15 .Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.

5.7.3 Providing 12 mm Thk. cement plaster(1:6) on inside walls with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I

5.7.6 Providing 6mm cement plaster(1:4) in ceiling with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I

5.7.3 Providing 12 mm thick water proof CEMENT PLASTER (1:6) on outside wall with clean coarse sand of F.M.1.5 and waterproofing compound (as per the manufacturers) including cost of screening, curing making grooves with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I. (Cost of waterproofing compound will be paid separately)

5.3.11 Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in LINTEL BAND with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all comple as per building specificationand direction of E/I.

5.7.21 Making 6x6 mm grooves in plaster surface over walls trully horizontal or vertical as specified at regular intervals at all heights including cleaning finishing , scaffolding and curing with all leads and lifts of water all complete as per buildinng specification and direction of E/I.

5.5.4 8MMDIA.

5.5.5 10 MM DIA

5.5.6 12MMDIA. - 32 MM DIA.

DSR 2.35.3.1 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre pe

r hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

5.3.8 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.

5.5.9. Supplying, fitting & fixing 250 x 20 x 6 mm L-type M.S. clamp properly fishtailed including making holes and setting the same in 375 x 125 x 75 mm cement concrete block (1:2:4) with cost of all layout and materials and taxes as per building specification and direction of E/I.

8.2.1.2/ D.S.R. Providing and fixing 18mm thick gang saw cut mirror polished (premoulded & prepolished) machine cut Udaipur green marble in floors of required size of approved shade, color and texture laid over 20 mm thick base of cement mortar 1:4 (1cement :4 coarse sand) laid and jointed with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels.

8.2.1.1/ D.S.R. Providing and fixing 18mm thick gang saw cut mirror polished (premoulded & prepolished) machine cut Udaipur green marble in Skirting, riser of step & window cills of required size of approved shade, color and texture laid over 20 mm thick base of cement mortar 1:4 (1cement :4 coarse sand) laid and jointed with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels.

11.24/ D.S.R. Extra for pre finished nosing to treads of steps of marble stone

8.2.2.2/ D.S.R. Providing and laying 25mm thick Pink granite stone slab flooring of approved quality over 19mm thick base of cement mortar 1:4 (1cement :4 coarse sand) laid and jointed with white cement slurry including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, royalty and taxes all complete as per building specification and direction of E/I.

8.2.2.1/ D.S.R. Providing and laying 25mm thick Pink granite stone slab in skirting of approved quality over 19mm thick base of cement mortar 1:4 (1cement :4 coarse sand) laid and jointed with white cement slurry including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, royalty and taxes all complete as per building specification and direction of E/I.

8.3.2/ D.S.R. Extra for providing edge moulding to Granite stone counters, vanities etc. over above including machine polishing to edge to give high gloss finish etc. complete as per design approved by Architects / E/I.

11.41/ D.S.R. Providing and laying VITRIFIED FLOOR TILES in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08% and confirming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete. (approved brand - RAK/ ASIAN/ KAJARIA)

11.46/ D.S.R. Providing and laying VITRIFIED TILES in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08% and confirming to IS : 15622, of approved make, in all colours and shades in skirting and over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including grouting the joints with white cement and matching pigments etc. complete. (approved brand - RAK/ ASIAN/ KAJARIA)

5.6.23.2 Providing and laying 6 mm precast SEMI GLAZED CERAMIC TILES of approved quality in DADO over 12mm cement mortar (1:3) and jointed with white cement slurry flush pointed with white cement including rubbing, polishing and cost of curing taxes, and royalty all complete as per building specification and direction of E/I with grade A coloured 20cmx15cm tiles.

11.20.3 / D.S.R. 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 20mm thick bed of cement mortar 1:4( 1 cement : 4 coarse sand )

8.5/ D.S.R. Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.

11.15.1 / D.S.R. Crazy marble stone flooring, including filling the gaps with light shade pigment with white cement marble powder mixture (3 parts of white cement : 1 part of marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 white, black or white and black marble chips of sizes from 1 mm to 4 mm nominal size by volume), with under layer 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size), including rubbing, polishing and cement slurry etc. complete :

5.6.19 (IV) Providing & laying 15 mm to 23 mm thick KOTAH STONE SLAB FLOORING and skirting of approved size, texture and colour over 19 mm thick base of line mortar (1:1:1) Lime putty: Surkhi: Coarse sand) laid over and jointed with grey cement slurry mixed with pigment ot match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I.

5.4.1 suppling , fitting and fixing good quality well dressed and well seasoned sal wood work in chaukhat in doors window ,sky light ,fanlight and celevitial window opening including wedge over clmps all including application of two coats of wood preservative of approved quality on the surface , building walls and lintel all complete as per building specification and direction of El.

5.6.20 Providing & laying 15 mm to 23 mm thick KOTAH STONE tiles in risers of steps , skirting and pillars of approved size, texture and colour over 19 mm thick base of line mortar (1:1:1) Lime putty: Surkhi: Coarse sand) laid over and jointed with grey cement slurry mixed with pigment ot match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I.

5.4.32 Supplying, fitting & fixing 35 mm th. Solid core type non-decorative single leaf FLUSH DOOR SHUTTERS in doors with block board core blended with high quality phenol formal dehydes synthetic resinboth side commercial veneered of standard make with oxidised iron fittings such as hinges, tower bolts , handle,cleats aldrop, door stopper & sand blocks & taxes all complete as per detail drawing building specification & direction of the E/I.

`5.4.41 Supplying, fitting and fixing 30 mm thick solid core type non decorative double leaf flush shutters in doors and windows with black board core blended with high quality phenol formal dehyde synthetic resin both side commercially veneered of standard make with oxidised iron fittings such as hinges, tower bolts, handle cleats and blocks, and taxes all complete as per building specification and direction of E/I.

9.135. / D.S.R. 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.

ted shutters in doors with flyproof screen of stainless steel 18 SWGx 12 to 16 mesh per sq.cm fitted with teakwood beads with aluminium/ stainless steel fittings do do as per schedule all complete as per detail drawing building specification & direction of the E/I.

9.84/ D.S.R Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.. (Approved Brand - GODREJ/ DORSET)

5.5.12 Supplying, fitting & fixing M.S. GRILL made of 20 x 6 mm flat as per approved design and drawing properly fabricated with joints continuous fitted, welded and finished smooth, hoisting as per building specification and direction of E/I.

9.40.1.2/ D.S.R Providing and fixing wooden moulded beading to door frames with iron screws, plugs and priming coat on unexposed surface etc. complete. 50X20 MM

9.88 DSR Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

ANALYSED Supplying fitting & fixing Kitchen Cabinet - 22"deep & 2'-6" height Base unit & 2'-0"X12" deep upper unit with specific stainless steel Baskets, Telescopic channel, marineply shutters & Aluminium & Wooden structure as per design and follwing detail specifications - (For 1 Kitchen)

ANALYSED Supplying fitting & fixing 22"/ 24" deep ROOM CUPBOARD made with 19mm th. Waterproof 3 ply commercial board (GREEN) shutters & shelves supported on 2"X2" aluminum angle screwed to the wall/ supports (board), front of shutters to be laminated with 1.5mm th. decorative matt finish with high density protective layer surface sheet (GREEN) including cost of adhesive, one drawer of 1'x5" size with heavy duty drawer channel 20" (ebbco), stainless steel hinges, 6" handle -2 no., 4" handle - 2 nos.,Tower bolt - 2 no., magnet - 3 nos. ,cupboard lock (GODREJ)-1no., Drawer lock - 1 no. (GODREJ), drawer knob, 3/4" dia. stainless steel pipe with socket for hanger, etc. all exposed edges covered with teak wood lipping bead and all inner sides of cupboard to be painted with 2 coats of enamel painting over a coat of primer. All Board, Laminate Sheet,Hardwares & Paints to be approved by the Architects.

13.26. D.S. R.. Providing applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth copmlete .

5.8.21 Providing two coats of plastic emulsion paint (VOC Quality) of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification and direction of E/I

13.47.1/ D.S.R. Finishing walls with Premium Acrylic Smooth exterior paint with silicone additives "Snowcryl - XT" of M/S Snowcem India Ltd, or equivalent of required shade.

5.8.42 Providing Primer one coat of read lead paint of approved make over new STEEL SURFACE preparing the surface after cleaning, removing rust, dirt, scales, smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I.

13.80 D.S.R Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall suface to prepare the surface even amd smooth complete.

13.45/ D.S.R Finishing walls with textured exterior paint of required shade : 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm

5.8.45 Providing 2 coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE grills& railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I.

(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with Armourcrete or Tapecrete @ 0.125 kg/ sq.m. This layer will be allowed to air cure for 4 hours

(b)second layer of slurry of cement @ 0.242 kg/sqm mixed with Armourcrete or Tapecrete @ 0.126 kg/ sq.m. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.

12.42.5.2/ D.S.R. BEND -110 mm

5.43/ D.S.R. Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for expansion joints.

22.22A/DSR Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.

Local Sand (3 KM)

Carriage of materials by truck or by any mechanical means loading,unloading & stacking etc. all complete job as per direction of E/I.

Bricks (1k+7p)= 8 km

Coarse sand (15 km)

Stone chips (15 km)

Cement ( 4 KM.)

Steel (4 km)

Earth ( 3 KM)

Water Supply and Sanitary work

17.1.1/ DSR 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 with munally controlled device (handle lever) conforming to IS:7231 Parryware/ Hindware with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White Vitreous China Orissa pattern W C pan of size 580 X 440 mm with integral type foot rest.

17.2.1/ DSR Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled devicde (handle lever), conforming to IS:7231, parryware/Hindware/with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. W.C. pan with ISI marked white solid plastic seat

and lid

17.7.2/ DSR Providing and fixing Wash basin with C.I/M.S brackets, 15mm C.P. pillar cock 32mm C.P brass waste of cutting and making good the wtherever require. Falt back wash basin size 630X450 mm with a single 15mm C. P. pillar tap.

Analysed & approved Providing and fixing oval shaped counter top Wash basin with cutting and making good the wtherever require all complete. BASIN - CAT. NO. - JAQUAR, CNS-WHT-WB03 (WITH RIM TOP

) B) PILLAR TAP - PRS - 031, JAQUAR

17.70.1/ DSR Providing and fixing PTMT Bottle Trap for Wash basin and sink Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms

18.52.1/ DSR Providing and fixing C.P. brass Stop Cock (concealed) of standard designand of approved make conforming to IS 8931 15mm nominal bore, approved brand C.P. fittings.

18.64/ DSR Providing and fixing PTMT/ C.P. swivelling shower,15mm nominal size, 95mm long, 65mm dia. of approved quality, color & make weighing not less than 40 gms with approximate 80 holes of 1.2 mm dia.

17.72/ DSR Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.

17.73/ DSR Providing and fixing c.p. towel rail complite with brackets fixed to wooden cleats with c.p.brass screws with concealed fitting arangement of approved qualite colour and make.(Prayag or equipment) DSR 17.73.1 450mm long towel rail with total elgnth of495mm,78mmwide and effective hight of 88mm, weighin not less than 170gms.

17.5/ DSR Providing and fixing white vitreous china flat back half stall urinal of 580X380X350mm with white PVC automatic flushing cistern, parryware/Hindware with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass with waste fitting as per IS : 2566 P.V.C. trap with outlet grating and other couplings in C.P. brass including parenting of fitting and cutting and making good the walls and floors wherever required..

18.49.1/ D.S.R. Providing and fixing C.P. brass bib cock of approved conforming to IS 8931 15mm nominal bore approved brand C.P. fittings

18.51.1/ D.S.R Providing and fixing C.P.brass long body bib cock of approved quality conforming to standard and weight not less thain 810gms.15mm nominal bore approved brand C.P. fittings

18.53.1/ D.S.R Providing and fixing C.P. brass angle valve for basin mixer, gyser & others points of approved quality conforming to IS 8931 15mm nominal bore, approved brand C.P. fittings.

Supply item no 45 (xxiii)+14.95% Providing and fixing C.P Soap Dish Holder having length of 138 mm breadth 102 mm, height of 75mm with concealed fitting arrangements.

18.17/ D.S.R. Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end ) 32MM nominal bore.

18.18/ D.S.R. Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete.

18.18.2/ D.S.R. 20mm nominal bore

18.18.3/ D.S.R. 25mm nominal bore

17.31/ DSR 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.

18.58/ DSR Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid DSR 18.58.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round grating

DSR 17.10.2.1. Providing and fixing stainless steel A ISI 304(18/8) kitchen sink as per I.S.13983 with C.I. Brackets stainless steel plug 40mm including painting of fittings and brackets cutting and making goods the walls wherever DSR 17.10.2.1. - 610x510mm bowel depth 200mmrequired :

18.50.1/ DSR Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15mm nominal bore

18.74.2/ DSR Providing and fixing unplasticised P.V.C. connection pipe with c.p. nuts collar and bush of approved quality.15 mm nominal bore with 45 cm length.

17.22B/ DSR Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.

DWSD S. no. 45 (M 961) xi (Basic Rate +14.95%) Providing and fixing Central hole Basin Mixer (Best Quality). APPROVED BRAND - JAQUAR.

12.41/ DSR 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 10 mm gap for thermal expansion, (i) Single socketed pipes. (SOIL, WASTE & VENT PIPES)

12.41.1 75 mm outer dia

12.41.2 110 mm outer dia

Providing & fixing on wall face unplasticised -P.V.C. moulde fittings / accessories for unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion .

a) DSR 12.42.1 Coupler -

DSR 12.42.1.1 75 MM

DSR 12.42.1.2 110 MM

DSR 12.42.2 Single pushfit Coupler

DSR 12.42.2.1 75 MM

DSR 12.42.2.2 110 MM

DSR 12.42.3 Single tee with door

DSR 12.42.3.1 75X75X75 MM

DSR 12.432.3.2 110X110X110 MM

DSR 12.42.4 Single tee without door

DSR 12.42.4.1 75X75X75 MM

DSR 12.42.4.2 110X110X110 MM

DSR 12.42.5.1 Bend 87.5°

DSR 12.42.5.1 75 MM

DSR 12.42.5.2 110 MM

DSR 12.42.6 SHOE - 110MM

DSR 12.42.6.1 75 MM

DSR 12.42.6.2 110 MM

DSR 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.

DSR 12.43.1 75 MM

DSR 12.43.2 110 MM

DSR 18.8.1 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 joining 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 E/I.(Approved Brand - ASTRAL/ SUPREME)

a) 18.8.1 15mm dia

b) 18.8.2 20mm dia

DSR 18.7 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 joining of pipes & fittings with one step CPVC solvent cement & testing of joints complete as per direction of E/I. (Approved Brand - ASTRAL)

DSR 18.7.3 25mm dia

DSR 18.7.4 32 mm dia.

DSR 19.6.2 Providing and laying non- pressure NP2 class ( light duty ) R.C.C. pipes with collars jointed with still mixture of cenent mortar in the proportion of 1:2 ( lcement : 2 fine sand ) including testing of joints etc. complete.150 MM dia R.C.C. pipe

19.30.1.1/ D.S.R. Constructing brick masonary chamber for Underground C. I. Inspection Chamber and bend with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. Cover with frame (light duty) 455X610 mm internal dimensions, total weight of cover with frame to be not less than 38 KG. (weight of cover 23 kg. and weight of frame 15 kg) RCC top slab with 1:1.5:3 mix (1 cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 mix (1 cement:5 coarse sand :10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm th. with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complet

e as per standard design : Inside dimensions 455X610X mm and 45 mm deep for single pipe with F.P.S. bricks

Analysed and Approved Supplying Fitting Fixing Health faucet with 1 Meter long Easy Flex Tube in Chrome Finish & wall Hook all accessories (Make jaguar model no. ALD-CHR-585 or Equivalent like Mark, Grohe. )

3.2.8 (J)(i) Floor trap 100mm WITH GRANTINGS

18.48 / DSR Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

200x150xmm dia Deep bore Well With Pump set & electrification etc works.

DW & SD Page no(57) SI no.119 M 1035 (basic rate+14.95%) Suppling all materisls labour and tools and cost of drilling 200mm x 165mm bore well in all kinds of soil and rock in rural area for installation of pump set with hydrolic DTH rig machine, all complete including suplying all materials tools, drilling rig, Air compressor and equipments, as well as fuel, lubricants and cost of transprtation of Rig machine and other vehicles up to the site.

From 0.0M to 50.0 M belew G.L

From 51.0 M to200.00 M belew G.L

DW& SD page no(58) SI no. 120 (M 1036) (basic rate+14.95%) supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc all complete job.

DW& SD page no(65) SI no. 126 (M1042) (basic rate+14.95%) Supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction E/l (Basic Rate).

DW& SD page no(58) item no. 120 (M 1036) (basic rate+14.95%) Supplying all materials, labours, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job (Basic rates)

DW & SD Page no(67) SI no. (139)(M1055) (basic rate+14.95%) Supplying submersible pump sets confirming to IS 8034 and motor confirming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/ noryl impeller. Motor suitable for working on 415V + 10%, 3PH, 50 Hz, A.C. supply with cable guard, thrust carbon/ fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design. Anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single/ double run shall be provided with each pump.

PM 1-2-2 Submersible Pump 150 mm dia ( with Bronze impeller) up to 8 stages 2.0 HP

DW & SD Page no(78) SI no. 149 M 1065 (basic rate+14.95%) Supplying Fully Automatic Starter to operate induction motor working on 415v, 3 phase ,50 hz with no volt coil , Over load element , ON-OFF push buttons with necessary materials and connected to supply etc complete starter with original sheet steel encloser as per IS: 3914. F.A.S.D. Starter 10HP

Energy department Sor Page no.36 M-1627 (basic rate+14.95%) Supplying 3 core flat flexible submersible cable with, copper conductor, PVC insulated and PVC sheathed as per IS : 7098 3 Core 4mm thick

Rate Analiysed and Approved 2no heavy duty clamp 40mm dia duitable for pipe with all complet job.

DW & SD Page no 35 SI no14, M 930 (K-(v) Supplying & lowering 40mm da column G. I. pipe with all complete job.

Septic tank & Soak pit

5.3.1.2 Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand (zone -III ) : 4 graded stone aggregate 20 mm nominal Size)

5.1.1 Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.

5.2.23 Providing designation 125 mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 25 including the cost of screening, carriage of materials, scaffolding , raking out

5.1.2 Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B)

5.1.10 Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)

5.3.11 R.C.C. Work in beams, suspended floors, roofs having slope upto 15° landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III ) : 3 graded stone aggregate 20 nominal size)

5.6.1 Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.

5.3.11 R.C.C. Work in beams, suspended floors, roofs having slope upto 15° landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III ) : 3 graded stone aggregate 20 nominal size)

5.2.3 Providing designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I.

5.7.1 Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

5.7.11 Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I.

5.3.17.20 Centering and Shuttering including strutting, propping etc. And removal of form for Suspended floors, roofs, landings, balconies and acces platorm with water proof ply 12mm thick

5.3.17.21 Centering and shuttering including strutting, propping etc. and removal of form for

DSR 12.41 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 10 mm gap for thermal expansion, (i) Single socketed pipes. 12.41.2 110 mm diameter

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.

22.22A/DSR Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.

Carriage of materials by truck or by any mechanical means loading,unloading & stacking etc. all complete job as per direction of E/I.

Bricks (1k+7p)= 8 km

Coarse sand (15 km)

Stone chips (15 km)

5.5.4 Providing Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per builing specification and direction of E/I. (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)

5.5.5a 10mm dia - TMT Fe 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)

JSR Page no (59) SI no(16) Item code (M-198) (Basic rate +14.95%) Brick bsts at Kiln site

DW & SD SL NO 31(b) Page no(39) M 947 (Basic rate +14.95%) Supplying, fitting and fixing C.I. cover with frame for mane hole and inspection chamber with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I. (b) Size 600 x 450 mm (Wt. 25 Kg).

5.3.1.2 Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand (zone -III ) : 4 graded stone aggregate 20 mm nominal Size)

Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.

22.22A/DSR Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.

Local Sand (3 KM)

Carriage of materials by truck or by any mechanical means loading,unloading & stacking etc. all complete job as per direction of E/I.

Bricks (1k+7p)= 8 km

Coarse sand (15 km)

APPROACH ROAD

3.01 Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankemnt site with all lifts and lead upto 1000 m.

5.1.2 Extra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B)

5.1.10 Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as pe

5.1.10 Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)

5.6.2 Providing designation 75 A one brick edge soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I

5.6.1 Providing designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I

LAND DEVELOPMENT

5.1.1 Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.

5.1.8 Filling in foundation trenches and plinth layers not exceeding 150 mm thick well watered rammed fully compacted and fine dressed with earth obtained after cutting with in a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I ( Mod

Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.

22.22A/DSR Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.

Local Sand (3 KM)

Carriage of materials by truck or by any mechanical means loading,unloading & stacking etc. all complete job as per direction of E/I.

Bricks (1k+7p)= 8 km

Coarse sand (15 km)

Cement ( 4 KM.)

e of measurement compacted volume)

5.2.3 Providing designation 75A brick work in CM (1:6) in Foundation and plinth with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.

5.1.2 Extra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B)

5.1.10 Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)

5.6.1 Providing designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I

5.3.1.2 Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand (zone -III ) : 4 graded stone aggregate 20 mm nominal Size)

5.6.2 Providing designation 75 A one brick edge soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I

5.3.2.2 Providing P.C.C.M 150 in normal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I

5.7.1 Providing 12mm thick cement plaster (1:3) with clean coarse sand of F.M. 1.5 approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

5.3.11 R.C.C. Work in beams, suspended floors, roofs having slope upto 15° landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III ) : 3 graded stone aggregate 20 nominal size)

5.6.1 Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.

5.1.1 Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.

5.7.11 Providing 1.5 mm thick cement punning including curing, carriage of water with all leads and lifts of water as per building specification and direction of E/I.

5.7.11 Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I.

Rain Water Harvesting

5.1.1 Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.

SOR Page 36 sl no. 9 of Item no M-009 & 10% CP Stone Metal at quarry site .. Traxes and royalty all complete as per building specification and direction of E/I. 90 mm Gravel filling

0.90 M stone Boulder filling

5.7.6 Providing 6mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scafolding taxes and royalty all complete as per buildings specification and direction of E/I.

Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.

22.22A/DSR Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.

Local Sand (3 KM)

Carriage of materials by truck or by any mechanical means loading,unloading & stacking etc. all complete job as per direction of E/I.

Bricks (1k+7p)= 8 km

Coarse sand (15 km)

Stone chips (15 km)

DSR 12.41.2 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 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter

DSR 12.42 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 10 mm gap for thermal expansion.

( 12.42.5.2) 110 mm bend

( 12.42.6.2) Shoe 110 mm

DSR 12.43.2 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete (110 mm )

SOR PHED (page no 58 M 1037) DT: Basic rate for 125/115 mm dia drilled Tube Well for drilling in all kinda of Soil and rock for installation o hand pump with DI rings all complete including supplyin all materials, labours , tools drilling rigs air compressor and equipments s well as fuel li\ubricant for making 125/115 mm dia boring etc and cost of transporting rig machine and other vechile up to site of work including contrctor profit & OH chares as per specification and directtion of Engineer Incharge(basic rate)

Drilling upto 30 M depth below G.L in Rular area

Drilling beyond 31 mtr upto 55 mtr below GL in Rural area

SOR PHED (page no 43 sl no 108 item no. M 1024) Basic rate of UPVC pipe 125 mm dia conforming o IS: latest version:

S/M/L for F/f wire mesh pipe

Boundry wall

5.3.1.2 Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand (zone -III ) : 4 graded stone aggregate 20 mm nominal Size)

5.1.1 Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I.

5.1.2 Extra for earth work in hard soil as per specification and direction of E/I.( vide classification of soil item B)

5.3.11 R.C.C. Work in beams, suspended floors, roofs having slope upto 15° landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III ) : 3 graded stone aggregate 20 nominal size)

5.3.17.21 Centering and Shuttering including strutting, propping etc. And removal of form for Lintel, beams. Plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick

5.1.8 Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume)

5.3.17.6 Centering and Shuttering including strutting, propping etc. And removal of form for Column, Pillars, Piers, Abutments, posts and Struts

5.1.10 Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)

5.2.52 Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in CM (1:6) in super structure with approved quality of Clean coarse sand of F.M 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials raking our joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/I

5.6.1 Providing designation 75 A one brick flat soling joints filles with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I

5.3.9.1 Providing and laying in position specified grade of reinfiorced cement concrete excluding the cost of centering shuttering finishing and reinforcement-All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone -III ) : 3 graded stone aggregate 20mm nominal Size)

5.3.17.20 Centering and Shuttering including strutting, propping etc. And removal of form for Suspended floors, roofs, landings, balconies and acces platorm with water proof ply 12mm thick

5.3.17.1 Centering and Shuttering including strutting, propping etc. And removal of form for Foundation, footing, bases of column, etc. For mass concrete

5.3.10 R.C.C. Work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, column, pillars, piers, abutments, posts and stru etc. Above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III ) : 3 graded stone aggregate 20 nominal size)

5.2.11 Providing designation 75A brick work in CM (1:6) in superstructure with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.

5.7.3 Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 and including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I

5.5.4 Providing Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per builing specification and direction of E/I. 8 mm dia - TMT Fe 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)

5.5.5b 12mm dia - 20mm dia TMT Fe 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)

5.7.21 Making 6x6 mm Groove in plaster surface over walls trully horizantal and vertical as specified as regular interval , at all heights including claening finishing scaffoolding and curing with all leads and lifts of water all complete as per building specification and direction of E/I.

5.8.24 Providing two coat of snowcem of approved shade and make over a coat of cement primer on newe surface including preparing the plastered surface smooth with sand paper, svcaffolding ,curing and txes all complete as per building aspecfication nad direction of E/I

13.80 D.S.R Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall suface to prepare the surface even amd smooth complete.

DSR 16.53 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-c

Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.

harge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

22.22A/DSR Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.

Local Sand (3 KM)

Carriage of materials by truck or by any mechanical means loading,unloading & stacking etc. all complete job as per direction of E/I.

Bricks (1k+7p)= 8 km

Coarse sand (15 km)

Stone chips (15 km)

JSR Page no 43 M-195(b),(i) (basic rate + 14.95%) Supplying M.S. Angle Post 50 x 50 x 6mm Size as per building specification and direction of E/I.

5.5.23 Drilling 6 mm dia holes M.S. angle iron for fixing of staples etc. as per building specification & direction of E/I.

5.5.24 Labour for cutting of M.S. angle iron post to required length& fixing in column , one end spitted as fishtailed in length of 150mm complete as per building specification & direction of E/I.

5.8.41 Provinding primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dirt, scales smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurment Area shall be multiplied by the co-efficient as indicated in building specificaton.)

5.5.22 Labour for fitting & fixing barbed wire fencing in six rows horizontal up to a height of 1.25 M & two diagonals including fixing of post in cement concrete at 2.5 M centres including cost of staples (but excluding the cost of cement concrete angle iron post its cutting & making holes ,nuts & bolts ) all complete as per building specification & direction of E/ I.

5.3.1.2 Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand (zone -III ) : 4 graded stone aggregate 20 mm nominal Size)

Fly Ash Brick (1k+7p)= 8 km

5.1.2 Extra for earth work in hard soil as per specification and direction of E/I.( vide classification of soil item B)

5.1.8 Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume)

5.3.17.6 Centering and Shuttering including strutting, propping etc. And removal of form for Column, Pillars, Piers, Abutments, posts and Struts

5.3.11 R.C.C. Work in beams, suspended floors, roofs having slope upto 15° landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III ) : 3 graded stone aggregate 20 nominal size)

5.3.17.21 Centering and Shuttering including strutting, propping etc. And removal of form for Lintel, beams. Plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick

5.1.1 Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.

5.1.1 Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.

5.5.4 Providing Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complet

5.5.5 Providing Tor steel reinforcement of 10mm , 12mm & 16mm dia rods as per approved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in positio

5.1.2 Extra for earth work in hard soil as per specification and direction of E/I.( vide classification of soil item B)

5.1.10 Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)

5.8.24 Providing two coat of snowcem of approved shade and make over a coat of cement primer on newe surface including preparing the plastered surface smooth with sand paper, svcaffolding ,curing and txes all complete as per building aspecfication nad direction of E/I

5.6.1 Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.

Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.

22.22A/DSR Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.

Carriage of materials by truck or by any mechanical means loading,unloading & stacking etc. all complete job as per direction of E/I.

Bricks (1k+7p)= 8 km

Coarse sand (15 km)

Stone chips (15 km)

5.3.1.1 Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone -III ) : 3 graded stone aggregate 20mm nominal Size)

5.7.3 Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I

DSR 13.46.1 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)

(b) 12 mm -16mm TMT bar FE 500 ( Only Valid for SAIL & TATA Steel )

5.5.30 Supplying , fitting and fixing M.S. grill made of 20x6 mm MS flats or 16mm MS Square bars fitted on 25x25x6mm MS Angle Frame as per approved design and drawing properly fabricated with joints continuous fitted welded and finished smooth , hoisting as per building specification and direction of E/I.

5.8.45 Providing two coats of synthetic enamel paint of approved shade and made over steel surface including cleaning the surface thoroughly including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I

Electrical Installation Work

Note:- (1)PVC insuleted copper conductor cable of make:-Havell's/HPL/Polycab/Mescab/Anchor (2)PVC conduit of thikness 1.5mm/2mm for wiring:-Polycab/Arkaylitel/Saini star (3)Switches/soket outlet for piano type:-Anchor/ Cona/Havells/HPL (4)Switches/soket outlet for modular type:-Roma(Anchor/wood)/Havell's(carbtree)/ Hpl/Philips/Cona (5)MCCB,MCB,SFU,CHANGEOVER,RCCB,MCB-DB:-Havell's/Hpl/L&T/Legrand/C&S (6)XLPE/PVC aramoured cable:-Havell's/polycab/capital/V-guard (7)Electrical fitting/fixtures:-Bajaj/Philips/Crompton/wipro/Hpl (8)All internal wiring work should be recessed(conseeld)

1.3 Point wiring in PVC conduit, with modular type switch:-Wiring for light point/fan point/exhaust fan point/call bell point with 1.5. sq.mm FR PVC Insuleted copper conductor single core cable in recessed PVC conduit, with modular type switch, pheonlic lamineted sheet,suitable size G.I.box etc.

1.3.2 Group A

1.4 Twin control point wiring PVC conduit with modular type switch:-wiring for Twin control point with 1.5 sq mm FR PVC Insuleted copper conductor single core cable in recessed PVC conduit, 2 way modular, switch, pheonlic lamineted sheet,suitable size G.I.box etc.as required.

1.5 Power plug wiring in PVC conduit (2x4 sq mm) :- Wiring for light/Power plug with 2x4 sq mm FR PVC insuleted copper conductor single core cable in recess PVC conduit along with 1 Nos. 4 sq mm FR PVC insuleted copper conductor single core cable for loop earthing as required.

1.7 Circuit/submain wiring in PVC conduit:-Wiring for circuit/submain wiring along with earth wire with the following size PVC insuleted copper conductor single core cable in recessed PVC conduit as required

1.7.2 2x2.5 sq mm+1x2.5 sq mm earth wire

1.7.3 2x2.5 sq mm+1x2.5 sq mm earth wire(Circuit for 90 watt street light)

1.7.4 2x6 sq mm+1x6 sq mm earth wire

1.7.10 4x6 sq mm+2x6 sq mm earth wire

1.7.11 4x10 sq mm+2x10 sq mm earth wire

1.16 Teliphone wiring existing conduit:- Supplying and drawing following pair 0.5 sq mmFR PVC insuleted copper conductor, unaramed teliphone cable in existing recessed PVC conduit as required

1.17 TV cable in existing conduit :- Supplying and drawing co-axial TV cable RG-6 grade copper conductor,PE insulated,with PVC sheath in the existing recessed PVC conduit as required.

1.21 S/F PVC conduit :- supplying and fixing of following sizes PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case recessed conduit as required .

1.22 S/F PVC/G.I. boxes :- Supplying and fixing PVC/G.I. box of following sizes on surface or in recess with suitable size of phenolic laminated sheet cover infront including painting etc as required .

1.22.1 75mm x 75mm x 50mm deep/ (4" x 4")

1.24 S/F modular type switch /socket :- Supplying and fixing following modular type switch box/cover including connections but excluding modular plate etc as required

1.24.1 5/6 amps, one way switch

1.24.4 5/6 amps, 3 pin socket outlet

1.24.5 15/16 amp 6 pin socket outlet for AC & Gyser socket

1.24.3 15/16 amps, one way switch For Gyser

1.24.6 Teliphone socket with shutter outlet

1.24.7 TV socket socket outlet

M-1493 Supply of Modular type AC starter switch for single phase 230 V /50 Hz of capacity 20/25 amp

1.25 S/F Modular type electronic fan regulator:-Supplying and fixing stepped type fan regulator on the existing modular plate switch box including connectionons but excluding modular plate etc, as required.

1.27 S/F Modular boxes, base & covre plate:-following size/ modular G.I box along with modular base & cover plate for modular switches in recess etc, as required.

1.27.1 1 or 2 module(78mm x 78mm x 45mm)

1.27.3 6 module(78mm x 205mm x 50mm)

1.32 S/F power plug point w

ith modular type accessories:- Supplying and fixing suitable size G.I.box with modular plate and cover in front on recess including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular switch conection painting etc, as required.

1.33 S/F ceiling rose:- Supplying and fixing 2 pin 5 amp, ceiling rose on the existing junction box/wooden block including connection etc as required.

1.34 S/F Batten holder:- Supplying and fixing batten/angle holder including connection etc, as required.

1.36 S/F Dingdong Call bell :- Supplying and fixing dingdong call bell suitable for DC/AC single phase,230 volt, complete as required.

1.48 ITC exhaust fan up to 450 mm, sweep:- Installation of exhaust fan up to 450 mm. sweep in the exiting opening, including making the hole to suit the size of above fan, making good the damage, connection testing commissioning etc as required.

2.4 S/F MCCB in cubical panel board:- Providing and fixing following rating and capacity four pole MCCB in existing panel bord,including drilling holes in cubical panel making connections etc as required.

2.4.2 25/100 amps, 16 KA fixed thermal setting

2.4.3 125 amps, 16 KA fixed thermal setting

2.5 S/F Busbar chamber :- Providing and fixing following capecity busbar chamber with 4 strips of suitable size of copper, heavy duty, complite with all accessosries including connections, earthing the body , etc as required.

2.7 S/F, panel mounting changeover Providing and fixing following capiacity 4 pole panel mounting chengeover switches in existing cubical panel board,making connection, earthing the body etc as required.

2.7.2 63 amps, 4 pole

2.8 S/F S.P. MCB DB:- Supplying and fixing following way single pole nutral,sheet,MCB distribution board,240 volt,in recess,complete with tinned copper busbar,earth bar, din bar, detachable gland plate, interconnections, phosphatized and power painted including earthing etc. as required.(But without MCB/RCCB/ISOLATOR)

2.8.11 6 Way,Double door

2.8.9 12 Way,Double door

2.8.10 16 Way,Double door

2.1 S/F VERTICAL TYPE T.P.MCB DB:- Supplying and fixing following way three pole and nutral,sheet,MCB distribution board,415 volt,in recess,complete with tinned copper busbar,earth bar, din bar, detachable gland plate, interconnections, phosphatized and power painted including earthing etc. as required.(But without MCB/RCCB/ISOLATOR) Note:- Vertical type MCB TPDB is normally used where three phase outlets are required.

2.10.3 4 way (4+12),Double door, Vertical type

2.11 S/F 'B' series. S.P.MCB:- Supplying and fixing 6 amps to 32 amps rating,240 volts, 'B' series miniature circuit breaker suitable for lighting and others loads of following poles in the exiting MCB DB complite with connections. Testing and commisioning etc as required.

2.11.1 6/32 amps,single pole, "B" SERIES

2.11.1 6/32 amps,single pole, "B" SERIES(for terminal Box)

2.12 S/F 'C' series. S.P.MCB:- Supplying and fixing 6 amps to 32 amps rating,240 volts, 'C' series miniature circuit breaker suitable for lighting and others loads of following poles in the exiting MCB DB complite with connections. Testing and commisioning etc as required.

2.12.1 6/32 amps,single pole, "C" SERIES

2.12.6 40 amps ,DP

2.12.7 50/63 amps, DP

2.14 S/F DP MCB isoletor:- Supplying and fixing following rating double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commisioning etc as required.

2.15 S/F four pole MCB isoletor:- Supplying and fixing following rating four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commisioning etc as required.

2.19 P/F M.V. danger notice plate:- Providing and fixing M.V danger notice plate of 200mm x150mm made of mild steel, at least 2mm thick, and vitreous enamelled white on both sides, and with inscription in single red coiour on front side as required.

5.1 Laying of one number PVC insuleted and PVC sheathed/ XLPE power cable of 11 KV grade of size not exceeding 35 sq.mm. direct in ground including excavetion, sand coushioning, protective covering and refilling the trench etc as required.

3.6 Copper Earth plate electrode:- Earthing with copper earth plate 600mmX600mmX3mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. as required.( with salt charcoal or coke)

3.7 S/L 8 SWG copper wire ground :- Supplying and laying 8 SWG copper wire 0.50 metre bellow ground level for conductor earth electrode, including soldring etc. as required.

4.2 P/F G.I. lightning conductor finial:- Providing and fixing of lighting cnductor finial, made of 25 mm dia 300mm long, copper tube having single prong at top, with 85mm dia 3mm thick G.I. base plate including holes etc. complete as required.

4.4 Reverting, sweating and soldering of copper/G.I. tape(with another coppr/G.I. tape, base of the finial or any other metallic object) as required.

4.7 P/F G.I. lightning conductor tape in horizontal run:- Providing and fixing copper tape 20mm x 3mmthick on parapet or surface of wall for lightning conductor complete as required(For horizontal run)

4.8 P/F G.I lightning conductor tape in vertical run:- Providing and fixing copper tape 20mm x 3mmthick on parapet or surface of wall for lightning conductor complete as required(for vertical run)

4.12 P/F Testing joint for G.I. lighting conductor:- Providing and fixing testing joint, made of 20mm x 3mm thick G.I. strip, 125mm long, with 4 nos.of G.I. bolts, nuts, chek nuts and spring washers etc complete as required.

5.2 Laying of one number PVC insuleted and PVC sheathed/ XLPE power cable of 11 KV grade of size exceeding 35 sq.mm.but not exceeding 95sq.mm. direct in ground including excavetion, sand coushioning, protective covering and refilling the trench etc as required.

Code S/L PVC XLPE insuletd PVC sheathed, heavy duty, armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts,(conforms to IS:1554, part-1)

M-741 sq.mm. 4 core

M-328 50 sq.mm. 3.5 core

M-329 70 sq.mm. 3.5 core

DSR 12.37 Supplying and fixing of light class G.I. pipe of 50 mm dia. (nominal) 3 metres length for using as a pole arm as required

9.1 DSR Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.

9.1.33 4 X 16 sq. mm (35mm)

9.1.22 3½ X 50 sq. mm (35mm)

9.1.23 3½ X 70 sq. mm (38mm)

M-775 Providing of 12'' (300 mm)exhaust fan of make bajaj/havells/usha/crompton

M-777 Providing of 16'' (400 mm) Wall fan of make bajaj/havells/usha/crompton

9.1 SITC of following rating LED street lighting luminarie with pressure dia cast housingh and toughned glass cover ,IP 66 Protection , LUMINOUSEFFICARY >_110 LM/W with lens in existing pole /pipe for supply voltage 100-270V AC ,50 Hz, luminarie shall be confirm to IS 10322 part -5 /section -3 and shall be complete with all neccssary accessosries as required.

9.1.7 90 /100 W LED Street light of make bajaj/havells/crompton/C&S

M-869 Providing of Bulkhead fitting with 9/10 watt LED/ CFL of make bajaj/havells/crompton

M-856 Supplying and fixing of LED bulb 15/16 W of make bajaj/havells/crompton

M-1501 Supply and fitting of LED strip light IP:65 rated in different colours of length 5 mtr and power 5W per mtr including driver IS:10322 part 5 /section 7

9.6 S.I.T.C of following rating LED Post top lamp made in dia cast aluminium housing with decoretive clear / opel acrylic diffuser on existing pipe including connection with 1.5 sq mm copper conductor etc all complete as required. Of make bajaj/philips/polycab/jaguar

9.4 S.I.T.C of following size ceiling fan 3 blades confirming to IS:374:2019 including wiring the down rods of standared length (upto 30cm) with 1.5 sq.mm FR PVC insuleted ,copper wire suitable for 230 V 50 Hz, single phase supply etc. complete as required.

9.4.1 1200 mm (48") Ceiling Fan of make bajaj/havells/usha/crompton/polar

9.3 SITC of following rating recess/ surface mounted LED round /square shape down light luminire with pressure dia cast housing for single phase supply voltage, Luminarie shall be confirmto IS:10322 part - 5/section -2 or IEC : 62722 with all neccessary accessories as required.

9.3.8 18/20 W LED Round Down Light of make bajaj/havells/crompton/C&S

9.5 SITC of following rating surface mounted LED tube light fitting suitable for 230 V 50 Hz, single phase supply etc .complete as required

9.5.1 10/12 W LED Batten of make bajaj/havells/crompton/C&S

Add 18% GST

Add 1% Lebour Cess