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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.( Code No.2.6.1) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Hard rock (blasting prohibited)(Code No. 2.7.3) |
| 3 | Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete.(Code No. 2.27) |
| 4 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)(Code No. 4.1.2) |
| 5 | 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)(Code No- 4.1.8) |
| 6 | 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) (Code no-5.1.2) |
| 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(Coad 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 size derived from natural sources).(Code No. 5.3 ) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for( Code No. 5.9.1) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for( Code No.5.9.2) |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.( Code No.5.22.6) |
| 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 1:4 (1 cement : 4 coarse sand)(Code No. 6.1.1) |
| 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) (Code No. 6.4.1) |
| 14 | Supply of 28 mm. dia M.S. Anchor bolts (conforming to IS 266)900 mm. long with base plate (75x75x6mm) welded with anchor boltsincluding its threading upto a length of 10cm. and also supplyof a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & T&P for proper completion of work.(CSI No. 9.12) |
| 15 | Fixing and grouting28 mm and above dia bolts in properalignment level and setout with help of a template completeincluding supply of all labour & T&P etc. required for propercompletion of the work.(labour rates only)(CSI No. 9.13) . |
| 16 | Supplyof 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mmlong with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work. (CSI No. 9.14) |
| 17 | Fixing and grouting 25 mmand below dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) (CSI No. 9.15) |
| 18 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (Code No. 9.21.2) |
| 19 | Grouting of vertical or inclined post of pale/chain/security fencing in truelevel, alignment and in plumb or inclination as required,including cost of all labour, materials and T&P required forproper completion of work. ( Post and concrete for grouting shall be measured separately) (CSI No. 9.28) |
| 20 | Fixing and grouting of trench edging in proper level andalignment including cost of all labour, and T&P etc. required forproper completion of the work but excluding cost of C.C. (labour rates only) . (CSI No. 9.30) |
| 21 | Fixing of template in position level and alignment for groutingof Anchor bolt in main gantry (labour rate only). (CSI No. 9.31) |
| 22 | Fixing of template in position level and alignment for groutingof Anchor bolt in auxiliary structure. (labour rate only).(C.S.I. 9.32) |
| 23 | Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&Petc. required for proper completion of the work (Labour rate only).(CSI No. 9.33) |
| 24 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(Code No.10.2) |
| 25 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces (Code No. 10.5.1) |
| 26 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.(Code No. 11.2) |
| 27 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) 40 mm thick finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.( Code No. 11.3.1) |
| 28 | Providing (12x15) mm section groove in plasterincluding all material, labour andT&P etc. required for proper completion of the work. (CSI No. 11.16) |
| 29 | Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete.(CSI No. 11.18) |
| 30 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm(Code No.11.41.2) |
| 31 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m²( Code No. 12.1.1) |
| 32 | 2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC(CSI No. 12.26) |
| 33 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) (Code No.13.16.1) |
| 34 | Neat cement punning.( Code No. 13.18) |
| 35 | 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand)(Code No.13.4.1) |
| 36 | 12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand) (Code No.13.1.1) |
| 37 | 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 of approved brand and manufacture.(Code No. 13.62.1) |
| 38 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer\"s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :12.5 mm thick tapered edge gypsum moisture resistant board(Code No. 12.45.3) |
| 39 | Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required position (CSI No. 13.28) |
| 40 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.( Code No. 13.80) |
| 41 | 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 @ 0.90 litre/10 sqm) (Code No. 13.46.1) |
| 42 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) (Code No. 13.44.1) |
| 43 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge..(Code No. 15.7.4) |
| 44 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.(code No. 15.3) |
| 45 | Dismantling of existing pale / security / chain link fencingincluding post and stacking properly as per direction of theEngineer - in - charge. Including all labour and T&P etc.required for proper completion of the work. (CSI No. 15.13) |
| 46 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)(code No.16.45 ) |
| 47 | 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 2.4m 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-charge, 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)( Code No. 16.53) |
| 48 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.Made of G.I. wire of dia 4 mm(Code No. 16.70.1) |
| 49 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.(code No. 16.75+16.76) |
| 50 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 ( Code No.16.78.1) |
| 51 | Placing of trench cover of all size in proper position including transportation from different places within the S/S area including all labour, T&P etc. required for proper completion of the work as per direction of Engineer - in - charge. (CSI No. 20.11) |
| 52 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fastenersto be paid for separately) :Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)( Code No. 21.1.1.1) Fixed Portion |
| 53 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) For Moveable portion( Code No. 21.1.2.1) |
| 54 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side (Code No. 21.2.1) |
| 55 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)(Code No. 21.3.1) |
| 56 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.With stainless steel cover plate minimum 1.25 mm thickness ( Code No. 21.4.1) |
| 57 | Providing and Fixing of 150 mm dia PVC pipe of 6 Kg/sqcm with special such as Tee, Bend,socket,elbow etc including supply of all labour, material, t&P etc complete required for proper complete of work (CSI No. 26.25) |
| 58 | Supply and Installation in complete respect of 2 Ton Split AC 5 star (O General, Hitachi, Daikin make ) along with 5 KVA V Guard or equivalent make stabilizers, stands, drain pipes etc including all labour and T&P and all related works as required for proper installation and running of the system complete in all respectsas approved by Engineer In Charge.(CSI No.28.35 ) |
| 59 | Supply and Fixing of 3 blade wall fan ofHavells platina 400 mm or equivalent including all material, T&Petc required for proper completion of work as approved by engineer in charge.(CSI No. 28.37) |
| 60 | Wiring point for light with 1.5 sq. mm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealedas directed,including matching colour wash.(PWD ELE. SCH.2018,131C+187A) |
| 61 | Same as item no. 64(PWD ELE. SCH. 2018 131C) 1.5 sqmm but for fan/fresh air fan.(PWD ELE. SCH.2018,133C+187A) |
| 62 | Same as item No. 64 but for plug.(PWD ELE. SCH.2018,134C+187C) |
| 63 | Same as item No. 64 but for exhaust fan.(PWD ELE. SCH.2018,137C+187D) |
| 64 | S/F and concealing of 20mm thick PVC conduit .(PWD ELE. SCH.2018, 148A) |
| 65 | Supply and fixing and concealing of 25 mm dia. 2mm thick PVC conduit pipe (PWD ELE SCH 2018 149A) |
| 66 | Supply and fixing of 2/3/4 ways round steel .(PWD ELE. SCH.2018,154) |
| 67 | Supply and fixing of 2/3/4 ways round steel junction boxas directed at site by Engineer-in-charge with supply of all material, labour & T&P etc. required for proper completion of work. (PWD ELE. SCH.2018,155) |
| 68 | Supply and fixing ofSwitch Box (PWD ELE. SCH.2018,159) but for 300x450x65 mm size. (PWD ELE. SCH.2018,166) |
| 69 | Supply and wiring of submains with 2 nos. 2.5 sq.mm & with 1 no earth wire of 1.5 sq.mm FR PVClabour and T&P etc.required for propercompletion of the work . (PWD ELE. SCH.2018,291) |
| 70 | Supply and wiring of submains with 2 nos. 4 sq.mm(PWD ELE. SCH.2018,291A) |
| 71 | Supply and wiring of submains with 2 nos. 6 sq.mm(PWD ELE. SCH.2018,291D) |
| 72 | Supply and fixing of 32 Amp.240 V DP metal clad rewireable type switch fuse unit on MDFEG/Teak wood board including making connections etc.complete all respect.(PWD ELE. SCH.2018,305 CAT-B) |
| 73 | S/F of 6/10/16/20/25/32 Amp. SP MCB (10 KA ) C Curveof approved make and as per sample approved by E/I (PWD ELE. SCH.2018,1002 CAT-A) |
| 74 | S/F of 100 Amp. T.P. Isolator.(PWD ELE. SCH.2018, 1006(C) CAT A) |
| 75 | S/F of 63 Amp. S.P. Isolator.(PWD ELE. SCH.2018, 1004(B) CAT B) |
| 76 | S/F of power plug with 20A/250V flush type modular switch(PWD Elct 1139 A) |
| 77 | S/F hexagonal fan box with hexagonal side approx. 80mm in length fabricated from 16 SWG (PWD ELE. SCH.2018,1149) |
| 78 | Supply and Fixing of G.P. Modular switch box for 3 Module of approved make made. (PWD ELE. SCH.2018,1152B) |
| 79 | S/F of electronic fan regulator 120-280 V. ISI .(PWD ELE. SCH.2018, 1203 (A) ) |
