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| 1 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenchesor drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the Engineer I/C within a lead of 30 m. (All kind of soil) DSR Item 2.8.1 |
| 2 | E/W embankment cutting or inembankment inordinary soil,excavation to be in the form regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm Layers including remming and dressing the surface to required level and slope and also including 1.5M lift and 8.00km lead . The earth from cutting to be use in making embamkment or to be deposite as spoil banks with in 3.00 km distance as directed by the Engineer incharge DSR Item 2.38 |
| 3 | Supplying and filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. DSR Item 2.27 |
| 4 | Providing & injecting chemical for preconstrucional treatment and creating and chemical barrier under and around the columns pits, wall trench basement excavation top surface if plinth filling junction of wall. (plinth area of the building at ground floor only shall be measured as per I.S. m6313(part II 1981). The rate of applicstion of chemical emulsion shall be as follows. 1).Treatment for massonary and foundation 5 lit per sqm.. 2.) Back fill in immidiete contact with foundation 7.5 lit per sqm.3)Treatment for surface of plinth filling 5 lit per sqm 4) Treatment of soil along exetranal permeter of building 7.5 lit per sqm 5) treatment of soil under rxetranal permeter 5 lit per sqm. With Chlorpriphos EC 20% with 1% concentration |
| 5 | Cement concrete with 4cm gauge approved stone grit, coarse and cement in the prapostion of 8:4:1stonne blast ,coarse sand and cement Supply of all materials, labour, tools and plants etc. required for proper complition of the work. |
| 6 | Providing and laying in position machine battched and machine mixed design mix M- 25 grade cement concrete for RCC work using cement content as per approved design mix. Including pumping of concrete to site of laying but including the cost of centreing, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impaaining strenght and durability as per direction of Engineer - In - Charge .cement contenteousidered in the item is @330kg/cumAll works upto plinth level |
| 7 | All works above plinth level upto floor V level |
| 8 | Providing and laying in position ready mixed M- 25 grade cement concrete for RCC work using cement content as per approved design mix. manufacture in fully automatik batching and transprt to site of work in trangist mixer for all leads having countinues agitaed mixer manufacture as per mix design of specified grade for RCC work Including pumping of concrete to site of laying but excluding the cost of centreing, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impaaining strenght and durability as per direction of Engineer - In - Charge cement content considred in this item as @330kg/cum minimum.All works upto plinth level |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (TMT Bar) of grade FE 500Dor |
| 10 | M-150 class brick work in 1:4 cement and coarse sand of 2.25 fm .in foundation and plinth including necessary cutting and moldings as required and also including supply of all materials, labour and T&P etc. required for proper completion of work. |
| 11 | Providing and laying damp proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 Coarse sand : 4 graded stone aggregate 12.5mm nominal size) |
| 12 | M-150 class brick work in 1:4 cement and coarse sand of 2.25 fm .in Super Structure and plinth including necessary cutting and moldings as required and also including supply of all materials, labour and T&P etc. required for proper completion of work. (4600+230+ 210) |
| 13 | 15mm cement plaster on rough side of single or half brick wall of mix 1:4 ( 1 Cement : 4 Coarse sand) |
| 14 | Providing and laying white cement based putty on new surface with approved quality material of berger/JK/ Birla or similar make 2 coat |
| 15 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (Rs. 166.85 - 20 %) |
| 16 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work (Rs. 137.85 - 20%) |
| 17 | Painting with synthetic enamel paint or approved brand and manufacture of required colour to give an even shade. |
| 18 | Providing and fixing factory made UPVC white colour sliding glazed window upto 1.50m in height dimension comprising of UPVC multi chambered frame with inhuilt roller track and sash extruded profiles duly reinforced with 1.60 x 0.,2mm thick galvanised mild steel section made from roll formingg process of required length (shape & size according to UPVC profile) Three track threepanels sliding window made of (big series) frame 67x504mm & sash 46*65mm both having wall thickness of 2.3mm +/- 0.2mm and singloe glazing bead of appropriate dimension (Area of window upto 2.5sqm) Two track two pannels sliding |
| 19 | Supplying and fixing rolling shutters of approved make made of required size of M.S. laths interlocked together througgh their intire length and jointed together at the end by end locks mounted on specially designed pipe shall with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25m M.S. Laths with 1.25mm thick top cover |
| 20 | Providing and fixing ball bearingg for rolling shutters |
| 21 | Extra for providingg mechanical device chain and crank operration for operating rollingg shutters.Exceeding 10.00 sqm and upto 16.80 sqm in area (say average 14 sqm) |
| 22 | Structural steel work riveted , bolted or welded in builtup sections , trusses and framed work , i/n cutting , hoisting , fixing in position and applying a priming coat of app. Steel primer all complete as per DSR 10.2 |
| 23 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete (Ridges plain (500 - 600mm) |
| 24 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete. Gutter (600 mm over all girth) |
| 25 | Cement concrete flooring 1:2:4 ( 1 Cement : 2 Coarse sand : 4 gradede stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete (40 mm thick) |
| 26 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. |
| 27 | Supply and fixing galvanized corrugated iron roofing in position including supply of all material labour , tools and plant 0.80mm thick as per PWD sch-536 SI no. 11.02 |
| 28 | Centering and shuttering including stutting, propping etc. and removal of form. (iii) Foundation as per SI- 5.9.1 |
| 29 | Centering and shuttering including stutting, propping etc. and removal of form. (ii) Column as per SI- 5.9.6 |
| 30 | Centering and shuttering including stutting, propping etc. and removal of form. (i) Beam /Band as per SI- 5.9.5 |
| 31 | LED Flood Light, powder coated pressure die cast aluminum (System lumen efficacy 105 <120 lm/Watt) Supplying, installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminum body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range -15 deg to 50deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2 , P. F.≥0.95, IP-66,IK-10, CRI >80 , under voltage and over voltage protection, EMIEMC as per CISPR -15 , lenses for beam angle 30 deg-120deg as per theapplication and the project requirement deg., suitable tilt able fitting, life time(LED,Driver & electrical circuitary) of minimum 50000 Burning Hours with70% of initial Lumen maintained till life ends as per LM80 extrapolationIES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (Asper ANSI Bin) , SDCM(Standard Deviation Color Matching) <5, Maximumpower consumption should not more than the specified rating and Fixtureshall be of relevant BIS standard complete in all respect i/c connectionswith 1.5 sq mm FRLS, PVC insulated copper conductor single corecable and earthing etc. as required with Minimum 5 year OEM warranty.System lumen efficacy 105 <120 lm/Watt output . LM79 & LM80 Test reportfrom NABL lab for all testing required for LED fixtures as per BIS shallbe submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink ofaluminum housing such that LED junction temperature shall not rise above90°C). 50Watt |
| 32 | Wiring for light point /fanpoin /exhaust fanpoint/ call bell point with1.5sq.mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit , with modular switch, modular plate, suitable GI box and earthing the point with 1.5sq. mm FRLS PVC insulated copper conductor single core cable etc as required. |
| 33 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.DSR 1.11 |
| 34 | Wiring for light/ Power plug with 2X4 sq. mm FRLS PVC insuleted copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 Nos. 4 sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required..DSR 1.12 |
| 35 | Supply and fixing following ratting four pole 415 v isolator in the existing MCB DB Complete with coonnections testing and commissioning etc, as required DSR NO 2.13 40A |
| 36 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required DSR NO 1.14.5 ( 2X10 SQMM+ 1X6 SQMM EARTH WIRE) |
| 37 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required DSR NO 1.14.3 ( 2X4 SQMM+ 1X4 SQMM EARTH WIRE) |
| 38 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required DSR NO 1.14.2 ( 2X2.5 SQMM+ 1X2.5 SQMM EARTH WIRE) |
| 39 | Supply of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 300mm sweep.Aproved By SE MRT ltr No 18 Dt 03-04-2023 S no 10 (10) |
| 40 | Supply fixing of 200 amp. 4 pole change over switch on angle frame including the cost of all materials labour T&P as per SI No. 379(a) |
| 41 | Supply and fixing of M.S. sign board made up of 40x40x6 mm angle iron (vertical post of length 2.75 m),40x5mm flat cross angle,1 mm thick ms sheet (1.20x.90 sqm)including excavation of pit (.45x.45x.45cum) ,cement concrete 10:5:1 with 40 mm brick ballast,fine sand and cement 10 cm thick,cast cement concrete 1:2:4 with cement ,c.sand,20 mm stone grit(.35x.35x.35m)Two coat painting,painting letter writing up to 2.5 cm size 225 nos etc complete as per direction of engineer incharge |
| 42 | CPE Deduction 5% |
| 43 | GST @ 18 % Please Enable Macros to View BoQ information |
