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| 1 | Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per DSR.No. 2.31 (Page No. 95) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per DSR.No. 2.8.1 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources :8 graded stone aggregate 40 mm nominal size derived from natural sources) As per DSR no. 4.1.8 |
| 4 | Brick work with common burnt clay (non modular) bricks of class -150 infoundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per DSR No- 6.1.2 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (Under Floor) as per DSR.No. 2.25 (a) |
| 6 | Brick work with common burnt clay bricks of M-150 Class in superstructure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per DSR no 6.4.2 |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts 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)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Above Plinth Lvl as DSR No-5.2.2 |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Lvl as SI No-5.3 |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Lvl as SI No-5.3 |
| 10 | Steel reinforcement for R.C.C. work ready to use \\"cut and bend\\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-MechanicallyTreated bars of grade Fe-500D or more. As per DSR. No.- 5.22 B.1 |
| 11 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. M.S. Angle35x35x5 for door frames as per DSR no. 10.31 |
| 12 | 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) inside as per DSR 13.4.2 |
| 13 | 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Outer Side as per DSR 13.4.2 |
| 14 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per DSR no 2.27 |
| 15 | Providing and injecting chemical emulsion for preconstructional anti temite treatment & creating a chemical barrier under and alround the column pistwall trenches basement exacavation top surface if plinth filling junction of wall & floor along the external premier of binding expansion joints ,surroundings of pipes & condult etc .complete plinth area of the building at ground floor only shall be measured as per SI no 6313 (part ll 1981 ) Aldrine emulsifiable concentrate or any other approved material such as hepthachlor or chlordance will be used .Therateo applicatons of chemical emulsion shall be as follows- Sr. No. 7.05 SOR |
| 16 | 40 mm cement concrete flooring 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of size 20 mm laid over base concrete and finished with floating coast of neat cement (base concrete to be paid separately including fixing of glass strips but excluding cost of glass strips as per item DSR No. 11.3.1 |
| 17 | Plane cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded 20 mm stone grit) as per DSR no 4.2.3 |
| 18 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per DSR no.-13.46.1 Two Coats |
| 19 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre as per DSR no. -13.41.1 Two Coats |
| 20 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint ofapproved brand and manufacture as per DSR no. -13.62.1 |
| 21 | Supply and fixing of 3.15 mm thick and 2.50 cm deep glass strip. As per SI No. 631 |
| 22 | Providing and applying white cement based putty of average thickness 1mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per DSR no. -13.80 |
| 23 | S/F Ceramic glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing & and polishing complete including supply of all materials labour and T&P etc required for completion of work as per DSR no 11.39 |
| 24 | S/F PVC Pipe 100 mm dia. |
| 25 | Hexagonal Fan box |
| 26 | S/F of Condute Pipe |
| 27 | Providing and laying of 1:4:8 CC in foundation in cement sand and stone 40 mm gauge including all required complete for proper completion of work as per DSR. no 275.4.1.8 |
| 28 | P/L vitrified tile 600mmx600mm size inflooring or Skirting laid with 1:3 cement sand mortar finishing with cement slurry and with pigment grouting & polishing complete i/c s/o all material labour T&P all complete of work confirming As per DSR Code No. 11.41.20 |
| 29 | Centering and shuttering including shutting propping etc. and removal of form beam/ band (As per D.S.R. 5.9.5 |
| 30 | Centering and shuttering including shutting propping etc. and removal of form (As per D.S.R. 5.9.3 |
| 31 | Centering and shuttering including shutting propping etc. and removal of form (As per D.S.R. 5.9.6 |
| 32 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.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 1.5 sq.mm FRLS PVC insulated copperconductor single core cable etc. as required. DSR 1.10.1 |
| 33 | Wiring point for Plug 1.5 Sq. mm FR PVC insulated multlstrend signle core copper conductor cable in PVC condute with 14 s.w.g. copper earth wire drown inside and piano type switch and ceiling rose/angle on 3 mm thick phenolic lamlnated bakelite sheet etc. complete in all respects as directed, including matching color wash. S.I. No. 134C |
| 34 | Supply and fixing of batten/angle batten/holder complete in all respetc. S.I.No. 405 |
| 35 | Supply and fixing of switch boxes made of 16 s.w.g. thick ms sheet of 250x300x60 mm duli painted oxide primer and flushed in wall etc complete S.I No. 164 |
| 36 | S/F 16 Amp . 240V D.P. Metal clad rewireale Type switch fuse unit of MEDFEG/Teack wood boar complete in all respect As SI No. 304 Cat B |
| 37 | S/F of surface flush mount 4 way SP. N. distbution Board with out MCB. Complete. 1022 Cat B Page no. 170 S. Rate electrical PWD Cat B |
| 38 | S/F of 6 AMP to 32 AMP MCB (10KA) 1002 |
| 39 | S/F OF LED Bulb MR |
| 40 | S/F OF Ceilling Fan MR |
| 41 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per DSR.No. 2.8.1 |
| 42 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources :8 graded stone aggregate 40 mm nominal size derived from natural sources) As per DSR no. 4.1.8 |
| 43 | Brick work with common burnt clay (non modular) bricks of class -150 infoundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per DSR No- 6.1.2 |
| 44 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts 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)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Above Plinth Lvl as DSR No-5.2.2 |
| 45 | 40 mm cement concrete flooring 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of size 20 mm laid over base concrete and finished with floating coast of neat cement (base concrete to be paid separately including fixing of glass strips but excluding cost of glass strips as per item DSR No. 11.3.1 |
| 46 | Steel reinforcement for R.C.C. work ready to use \\"cut and bend\\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-MechanicallyTreated bars of grade Fe-500D or more. As per DSR. No.- 5.22 B.1 |
| 47 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per DSR.No. 2.8.1 |
| 48 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources :8 graded stone aggregate 40 mm nominal size derived from natural sources) As per DSR no. 4.1.8 |
| 49 | 40 mm cement concrete flooring 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of size 20 mm laid over base concrete and finished with floating coast of neat cement (base concrete to be paid separately including fixing of glass strips but excluding cost of glass strips as per item DSR No. 11.3.1 |
| 50 | Brick work with common burnt clay (non modular) bricks of class -150 infoundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per DSR No- 6.1.2 |
| 51 | 15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand )BelowPlinth as per IS 13.5.1 |
| 52 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Lvl as SI No-5.3 |
| 53 | Steel reinforcement for R.C.C. work ready to use \\"cut and bend\\" rebars of approved make from factory/ workshop to construction site including placing in position and binding all complete in Thermo-MechanicallyTreated bars of grade Fe-500D or more. As per DSR. No.- 5.22 B.1 |
| 54 | Filling of brick batt. In soak pit |
| 55 | S/F of PVC pipe100 mm dia |
| 56 | Centering and shuttering including shutting proppoing etc. ans removal of form as per DSR. 5.9.3 |
| 57 | Extra Deep India mark-II hand pump machine with sylendra complete |
| 58 | P.V.C. Pipe 110 mmX 10Kg/sqcm ISI Mark. |
| 59 | P.V.C. Pipe 63 mmX 8Kg/sqcm ISI Mark. |
| 60 | P.V.C. 60/63 mm dia strainer and blind pipe |
| 61 | 110 mm dia x 63 mm reducer |
| 62 | 32 mm dia medium quality GI pipe |
| 63 | 32 mm dia Connecting Rad |
| 64 | Drilling charge 150 mm dia with machine and TNP including Making pitt and water charges etc complete0 to 30 mtr |
| 65 | 30 to 45 mtr. |
| 66 | 45 to 55 mtr. |
| 67 | Lowering charge of PVC pipe 110/63 mm assembly blind pipe ans strainer 63 mm 0 to 30 mtr |
| 68 | 30 to 45 mtr. |
| 69 | 45 to 55 mtr. |
| 70 | Supply and puring of coarse sand around the stainer |
| 71 | Puring of bentonite powder in between bore hole and casine pipe |
| 72 | Installation of India marka II hand pump with GI Pipe and connective rod |
| 73 | Devlopment of Handpump after its Installation as per Satisfaction of Engineer Incharge. |
| 74 | DisInfection work after devopment of Handpump |
| 75 | Making platform with 1.85 m dia with cement coar sand and stone grite |
| 76 | Construction of drain |
| 77 | Imbosing work |
| 78 | Testing Charge of water |
| 79 | 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 lovel white P.V.C. flushing cistern, Including flush pipe, with manually vatrolled device (handle lever) conforming to 18 : 7231, with all fittings and fixtures complete, Including cutting and making good the walls and floors wherever required: DSR 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 80 | PVC pipe 100 mm dia |
| 81 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources :8 graded stone aggregate 40 mm nominal size derived from natural sources) As per DSR no. 4.1.8 |
| 82 | S/F 75mm dia Pvc pipe |
| 83 | PVC Bend 100 mm dia |
| 84 | S/F of pvc socket 100 mm dia |
| 85 | S/F 75 mm dia PVC socket |
| 86 | PVC Pipe jointing Solution tube Please Enable Macros to View BoQ information |
