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| 1 | CIVIL WORK FOR PUMP ROOMEarth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | Proving & injecting chamical emulsion for preconstructional anti-termite treatment and creating a chemical barrier under & alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall & floor along the external perimeter of building expansion joints surrounding of pipes & coduits etc.complete plinth area of the building at ground floor only shall be measured as per I.S.63/3( part II 1981 ) Aldrine emlsifiable concentrate or any other approved material such as Htrachlore or Chlordance will be used . The rate of application of chemical emulsion shall be as follows: (I) Treatment for masonary & foundation 5litres/ sqm. (II) Back fill in immediate contract with foundation 7.5 litres / sqm. (III) Treatment of top surface of plinth filling 5 litres/sqm . (IV) Treatment of junction of wall and floor 7.5litres/sqm.(V) Treatment of soil along external perimeter of building 7.50 litres/sqm.(VI) Treatment of soil under Apron along external perimeter 5litres/sqm |
| 5 | 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 size derived from natural sources). Lintels |
| 6 | 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 size derived from natural sources). Slabs |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 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) (Plinth Beam) |
| 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 : 3 graded stone aggregate 20 mm nominal size ). Beams |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform (DSR 5.9.3) |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR 5.9.5) |
| 11 | Weather shade, Chajjas, corbels etc., including edges (DSR 5.9.19) |
| 12 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 15 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 16 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 17 | Supply and fixing of flush doors commercial quality conforming to IS : 2202 (Part I-1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges bolts locks handle springs fitting with necessary screw to be supplied departmentally. 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 18 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 19 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Fabrication of Grill/Stairs case railing |
| 20 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 21 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 23 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) in single coat on smooth side of single or half brick wall. |
| 24 | 15 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) in single coat on rough side of single or half brick wall. |
| 25 | Making grooves 10 to 12 mm wide x 8mm deep in plaster the all or in ceiling vertically or horizontally as required. |
| 26 | Add for plaster drip course in plastered surface or moulding to R.C.C. projections. |
| 27 | 40 mm thick cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 28 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster |
| 29 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 30 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 31 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 32 | 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 |
| 33 | White washing with lime to give an even shade : New work (three or more coats) |
| 34 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 4.0 mm thick glass panes |
| 35 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete size 250x16 mm |
| 36 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :250x10 mm |
| 37 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125 mm |
| 38 | 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 jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 40 mm nominal outer dia Pipes |
| 39 | 50 mm nominal outer dia Pipes |
| 40 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 65 mm dia, nominal bore |
| 41 | Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 40 mm dia, nominal bore |
| 42 | 50 mm dia, nominal bore |
| 43 | 65 mm dia, nominal bore |
| 44 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore |
| 45 | 50 to 80 mm nominal bore |
| 46 | INTERNAL ELECTRICAL WORKSSUB HEAD (I) :- INTERNAL WIRING 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 FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with mdular type 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. Group C Power plug wiring in PVC conduit (2 x 4 Sq.Mm.) :- |
| 47 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 48 | Circuit / Sub main wiring in PVC conduit :- 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.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire. |
| 49 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire. |
| 50 | 2 x 4 sq.mm. + 1 x 4 sq.mm. Earth wire |
| 51 | 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire |
| 52 | S/F light plug point modular type accessories :-Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 53 | S/F power plug point modular type accessories :-Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 54 | Supply and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required : 25 mm. |
| 55 | SUB HEAD (II) :- DISTRIBUTION BOARDS & MCB'sSupplying and fixing 5 amps. to 32 amps. rating, 240 volts `C' series, miniature circuit breaker (MCB)suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. single pole |
| 56 | Supply and fixing of 40 Amp. TP MCB (10 KA) C Curve. CAT A |
| 57 | Supply and fixing of 63 Amp. TP MCB (10 KA) C Curve. CAT A |
| 58 | Supply and fixing of 40 Amp. FP MCB (10 KA) C Curve. CAT A |
| 59 | Supply and fixing of 63 Amp. FP MCB (10 KA) C Curve. CAT A |
| 60 | Supplying and fixing following rating, four pole, (three phase & neutral) 415 volts, residual current circuit breaker (RCCB), having a sensivity current upto 300 miliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required : 40 amps. |
| 61 | 63 amps. |
| 62 | Supplying and fixing following way, horizontal type TP&N, sheet steel MCB distribution board, 415 V on surface /recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 4 way (4 + 12), Double door |
| 63 | SUB HEAD (III) :- EARTHING SYSTEMEarthing with GI earth plate 600mm x 600 mm x 6mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc, with charcoal/ coke and salt as required. |
| 64 | Supplying and laying 25 mm x 5 mm. G.I. strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 65 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. |
| 66 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required. 100 mm dia |
| 67 | SUB HEAD (IV) :- MISCELLANEOUSProviding and fixing M.V. danger notice plate of 200mmx150mm made of mild steel, atleast 2mm thick and vitreous enamelled white on both sides and with inscription single red colour on FRLSont side as required. |
| 68 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections butexcluding modular plate etc. as required. 5/6 A switch |
| 69 | 3 pin 5/6 A socket outlet |
| 70 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 71 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 72 | SUB HEAD(V):-INTERNAL LIGHTING FIXTURES & FANS ERECTION OF LIGHTING FIXTURES AND FANSInstallation, testing and commissioning of pre-wired, flourescent fitting / compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling / wall, including connection with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 73 | SUPPLY OF LIGHTING FIXTURES Supply and fixing of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect. CAT. - AAA |
| 74 | SUB HEAD (VII) :- CABLE AND ACCESSORIESSupplying and laying of aluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc.of suitable size or as directed by the Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. Following size size 25 sq mm x 3-1/2core |
| 75 | size 35 sq mm x 3-1/2core |
| 76 | Supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheaththed ,underground cable including rubber ring etc. complete in all respect. Thearmouring of the cable shall be properly connected with the earth as per direction of engineer-incharge. for cable size 25 sq mm x 3-1/2core |
| 77 | size 35 sq mm x 3-1/2core |
| 78 | Supply and fixing of plain or pin type copper tin plated cable socket (lug) to cable leads for pvc insulated & armoured cable insulating with tape and making connection. complete in all respect as per direction of engineer -incharge. for cable size 16 sq mm |
| 79 | size 25 sq mm |
| 80 | size 35 sq mm |
| 81 | Transportation of heavy rig machine 1 job |
| 82 | ERECTION AND DISMANTLING OF RIG MACHINE |
| 83 | Water suply charge ands and driling machine. |
| 84 | Drilling 200MM dia bore hole in alluvium other than rock, sand stone & boulder formations: from G.L. to 350 M |
| 85 | Reaming of 200 MM dia pilot bore to 675 MM dia bore: from G.L. to 100 M. |
| 86 | Washing of bore hole. |
| 87 | Electric loging of bore hole. |
| 88 | Providing & lowering of assembly pipe including cutting & welding by providing a collar: 300 MM dia MS ERW Housing pipe having wall thickness 7 MM. |
| 89 | 200 MM dia MS ERW Housing pipe having wall thickness 6 MM. |
| 90 | 200 MM dia MS ERW Slotted pipe. |
| 91 | Providing and fixing Well Cap ,Reducer,Clamp, Centre Guide & Bail Plug. |
| 92 | Providing and Packing the bore hole with suitable size of pea gravel. |
| 93 | Development by high velocity jetting toughter with Air Compressor: Transportation of air compressor |
| 94 | Erection of Air Compressor |
| 95 | Runing of Air Compressor |
| 96 | Development Of Tubewell by O.P. Unit Transportation of O.P. Unit |
| 97 | Erection of O.P. Unit |
| 98 | Development Of Tubewell by O.P. Unit |
| 99 | Water testing chemical and bactrilogical |
| 100 | Supply and installation of submersable pump of 10 HP . complete. Please Enable Macros to View BoQ information |
