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| 1 | Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc ( not exceeding 1.5 M in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan ,depth upto 1.5 Mt including disposal of excavated earth upto 1 Mtr from cutting edges, disposed earth to be levelled and neatly dressed in . All kinds of soil. |
| 2 | Earth work in excavation by Mechanical means (Hydraulic excavator) in foundations drains, pipes and cables etc (not exceeding 1.5 M in width or 10 sqm on plan ) trenches including dressing of sides and ramming of bottoms lift |
| 3 | Dismantling manually /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead Bituminous road |
| 4 | Dismantling manually /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead Water Bound macadam road |
| 5 | Dismantling tile work in floors and roof laid in cement mortar including stacking material with in 50 Meteres lead For Thickness of tiles 10 mm to 25 mm |
| 6 | Dismantling tile work in floors and roof laid in cement mortar including stacking material with in 50 Meteres lead For thickness of tiles above 25 mm and upto 40 mm. |
| 7 | Demolishing cement concrete manually/ by mechanical means including disposal of material in with 50 mtrs lead in 1: 3: 6 or richer mix. |
| 8 | Demolishing cement concrete manually/ by mechanical means including disposal of material in with 50 mtrs lead in 1:4:8 or richer mix |
| 9 | Laying and fitting of GI pipes complete excluding cost of pipes and earth work 15 mm dia |
| 10 | 20 mm dia. |
| 11 | 25 mm dia |
| 12 | 32 mm dia. |
| 13 | 40 mm dia. |
| 14 | 50 mm dia. |
| 15 | 65 mm dia. |
| 16 | 80 mm dia ( L ) |
| 17 | 80 mm dia ( M ) |
| 18 | 100 mm dia ( L) |
| 19 | 100 mm dia ( M) |
| 20 | 150 mm dia ( L) |
| 21 | 150 mm dia ( M) |
| 22 | Providing and fixing of GI pipes complete with G.I fittings excluding tenching and refilling etc. ( external work) 15 mm dia |
| 23 | 20 mm dia. |
| 24 | 25 mm dia |
| 25 | 32 mm dia. |
| 26 | 40 mm dia. |
| 27 | 50 mm dia. |
| 28 | 65 mm dia. |
| 29 | 80 mm dia ( L ) |
| 30 | 80 mm dia ( M ) |
| 31 | 100 mm dia ( L) |
| 32 | 100 mm dia ( M) |
| 33 | 150 mm dia (M) |
| 34 | Laying S & S centrifugally cast (Spun) Ductile Iron/ MS Pipe 100 mm dia D.I. Class K-7 pipes |
| 35 | Laying S & S centrifugally cast (Spun) Ductile Iron/ MS Pipe 150 mm dia D.I. Class K-7 pipes |
| 36 | Laying S & S centrifugally cast (Spun) Ductile Iron/ MS Pipe 200 mm dia D.I. Class K-7 pipes |
| 37 | Laying S & S centrifugally cast (Spun) Ductile Iron/ MS Pipe 250 mm dia D.I. Class K-7 pipes |
| 38 | Laying S & S centrifugally cast (Spun) Ductile Iron/ MS Pipe 300 mm dia D.I. Class K-7 pipes |
| 39 | Laying S & S centrifugally cast (Spun) Ductile Iron/ MS Pipe 350 mm dia. D.I. Class K-7 pipes |
| 40 | Laying S & S centrifugally cast (Spun) Ductile Iron/ MS Pipe 400 mm dia D.I. Class K-7 pipes |
| 41 | Laying S & S centrifugally cast (Spun) Ductile Iron/ MS Pipe 450 mm dia D.I. Class K-7 pipes |
| 42 | Laying S & S centrifugally cast (Spun) Ductile Iron/ MS Pipe 500 mm dia D.I. Class K-7 pipes |
| 43 | Laying S & S centrifugally cast (Spun) Ductile Iron/ MS Pipe 600 mm dia D.I. Class K-7 pipes |
| 44 | Dismantling GI pipes (External work) including excavation and refilling after taking out the pipes, manually/ by mechanical means including stacking of pipes with in 50 Mtrs lead 15mm to 40 mm dia nominal bore |
| 45 | Dismantling GI pipes (External work) including excavation and refilling after taking out the pipes, manually/ by mechanical means including stacking of pipes with in 50 Mtrs lead Above 40 mm nominal bore. |
| 46 | Dismantling CI pipes including excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge Upto 150 mm dia. |
| 47 | Dismantling CI pipes including excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge Above 150 mm to 300 mm dia. |
| 48 | Dismantling CI pipes including excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge Above 300 mm dia. |
| 49 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 100 mm dia. |
| 50 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 125 mm dia. |
| 51 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 150 mm dia. |
| 52 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 200 mm dia. |
| 53 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 250 mm dia |
| 54 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 300 mm dia. |
| 55 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 400 mm dia. |
| 56 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 450 mm dia. |
| 57 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 500 mm dia. |
| 58 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 600 mm dia. |
| 59 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each deposited layers lead upto 50 M and lift upto 1.5 M |
| 60 | Chequrred precast cement concrete tiles 22 mm thick in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and clearing etc. complete on 20 mm thick bed of cement mortar 1: 4 (1 cement: 4 coarse sand) excluding cost of tiles ordinary cement without any pigment |
| 61 | Supply of Fitter ( 1st class) |
| 62 | Supply of Assistant Fitter ( 2nd class) |
| 63 | Supply of Labour (Mazdoor) |
| 64 | Supply of Masson a) Ist Class |
| 65 | Supply of Masson a) 2nd class |
| 66 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 100 mm dia. |
| 67 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 150 mm dia. |
| 68 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 200 mm dia. |
| 69 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 250 mm dia. |
| 70 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 300 mm dia. |
| 71 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 350 mm dia. |
| 72 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 400 mm dia. |
| 73 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 450 mm dia. |
| 74 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 500 mm dia. |
| 75 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 600 mm dia. |
| 76 | Laying in position S & S or flanged CI special such as Tees bends, collars, tappers and caps etc (excluding cost of specials). |
| 77 | Locating/ Tracing of blockages/ leakages including excavation of pits. |
| 78 | 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 40mm nominal bore |
| 79 | 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 50 to 80mm nominal bore |
| 80 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30 cm measured at height of 1 M above ground level and removal of rubbish upto 1 distance of 50 m outside the periphery of the area cleared |
| 81 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like |
| 82 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level 1:3:6 (1 cement: 3 coarse sand 6 Graded stone aggregate of 20 mm nominal size) (Crushed) |
| 83 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centenng. shuttering, finishing and reinforcement-All work upto plinth level 1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) Crusher |
| 84 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutmen\\"ts, posts ans sturts, etc. upto floor five level excluding cost of centring, shuttering, fmishing and reinforcement. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size) |
| 85 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size) |
| 86 | Cement concrete flooring 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete 50mm thick with 20mm nominal size stone aggregate. crushed |
| 87 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). Second class deodar wood 35mm thick |
| 88 | Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineer- in-charge and panelling with panels of (Note:- Butt hinges and necessary screws shall be paid separately) 12 mm thick pre-laminated particle board (decorative lamination on one side and other side balancing lamination) grade-I, medium density flat pressed three layer particle board FPT-I or graded wood particle board FPT-I, IS: 3087marked, bonded with BWP type synthetic resin adhesive as per IS: 848 and relaminated conforming to IS: 12823, Grade-I, Type-II marked |
| 89 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick Second Class deodar wood |
| 90 | Providing and fixing fly proof wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions all complete With Galvanized M.S. Wire gauge with wire of dia 0.63 mm With 2nd class teak wood beading 62x19 mm |
| 91 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws Second class deodar wood 35mm |
| 92 | Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge Second class deodar wood 35mm thick |
| 93 | Providing and fixing partition upto ceiling height consisting of G.I. frame and required board, including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet with zinc coating of 120 gms/sqm (both side inclusive), consisting of floor and ceiling channel 50mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm diameter 50mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wall with suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of framework by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre. The boards are to be fixed to the frame work with joints staggered to avoid through cracks, M.S. fixing channel of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corners (25 mm x 25 mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufacture’s specification and direction of engineer in charge all complete 75mm overall thickness partitions with 12.5 thick double skin fire rated Glass Reinforced Gypsum (GRG), plaster board confirming to IS : 2095 (Part 3) 1996 (Board with BIS Certification marks) |
| 94 | 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. |
| 95 | Flooring with marble stone of specified thickness as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement:4 coarse sand) laid and jointed with grey cement slurry including rubbing, polishing and curing complete with Udaipur green marble |
| 96 | 38mm thick wood block flooring of first class teak wood laid over 25mm thick leveling layer of cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 10mm nominal size) to be paid separately coated, with a thin layer of hot bitumen (blown type) @ 2.45 kg per sqm, including fixing blocks in position after dipping in hot bitumen (blown type) upto half depth, planed, levelled smooth and finished complete |
| 97 | Providing and fixing 1st quality ceramic glazed floor tiles conforming toIS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete in color such as white, ivory, grey, fume red brown |
| 98 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and shades, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement and matching pigments etc. complete Size of tile 600x600 mm |
| 99 | Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge Size of tile 600x600 mm |
| 100 | Fixing glazed/Ceramic/Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (water based) conforming to IS:15477, in average 3mm Thickness |
| 101 | Providing and laying machine cut, mirror polished Marble stone flooring, in required design (Simple geometrical, abstract etc.) and in patterns in combination with Italian marble stones of different colours, shades and finished surface texture etc., in linear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1cement: 4 coarse sand) laid and jointed with white cement slurry @ 4.4kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge 18 mm thick Italian Marble stone slab, Perlato, Rossoverona, Fire Red or Dark Emperadore etc |
| 102 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm 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 (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required 1.60 mm thick with zinc coating not less than 350 gram/m2 |
| 103 | Painting top of roofs with bitumen of approved quality at 17 kg per 10sqm impregnated with a cost of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete with residual type petroleum bitumen of grade VG-10 |
| 104 | Providing and fixing false ceiling with 12 mm thick plain/ semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS:3087, finished with a coat of aluminum primer on both sides & edges, including two coats of synthetic enamel paint of approved quality on exposed face, fixed to a grid made out of anodized aluminum (with 15 micron anodic coating) T-sections 35 x15x1.5 mm size main runners, cross runners 23.5x19x1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S rod fixed to roof slab by means of ceiling cleats and dash fastener. The suspenders shall be placed 600 x 1200 mm centre to centre including fixing to the frame with C.P brass screws and applying a priming coat of zinc chromate yellow primer (aluminum frame work shall be paid Separately) |
| 105 | Repairs to plaster of thickness 12mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 meters lead With cement mortar 1:4 (1 cement : 4 coarse sand) |
| 106 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, and cleaning, refilling the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. |
| 107 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge |
| 108 | Providing and fixing aluminum 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, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately). 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.) Polyester powder coated aluminum (minimum thickness of polyester powder coated 50 microns) |
| 109 | Providing and fixing 12mm thick pre-laminated particle board flat pressed three layer or graded wood particle board (conforming to IS:12823 Grade-I type-II) 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-incharge. Pre-laminated particle board with decorative lamination on both sides |
| 110 | Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineering-charge. (Cost of aluminum snap beading shall be paid in basic item.) With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg / sqm) |
| 111 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, 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 Engineering-plate etc. complete as per the direction of Engineer-in-charge With Stainless Steel cover plate minimum 1.25 mm thickness |
| 112 | Filling the gap in between aluminum frame and adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete Upto 5mm depth and 5mm width |
| 113 | Demolishing dry brick pitching in floors,drains etc. including stackingserviceable material and disposal of unserviceable material with in 50 meters lead |
| 114 | Dry brick on edge flooring with bricks of class designation 75 on a bed of 12mm cement mortar including filling joints with fine sand (1:4mix) ( with F.P.S bricks) |
| 115 | Brick work with common burnt clay FPS (non-modualar) bricks of class designation 75 in foundation and plinth in Cement Mortar 1:4 (1 cement : 4 coarse sand) |
| 116 | Brick work with common burnt clay FPS (non-modualar) bricks of class designation 75 in foundation and plinth in Cement mortar 1: 6 (1 cement: 6 coarse sand) |
| 117 | Half Brick masonry with bricks of class designation 75 in foundation and plinth in Cement Mortar 1:4 (1 cement : 4 coarse sand) |
| 118 | Providing and laying in position cement concrete excluding the cost of centering, shuttering, finishing all work upto plinth level (1: 4: 8) 1. Cement: 4 coarse sand 8 Graded stone aggregate 40mm nominal size) crushed. |
| 119 | Dry stone pitching 225 mm thickness including cost of stone and preparation of surface “Nallah”. |
| 120 | Dry stone pitching (any thickness) excluding cost of stones On Horizontal |
| 121 | Dry stone pitching (any thickness) excluding cost of stones On Top copings of banks |
| 122 | Dry stone pitching (any thickness) excluding cost of stones On Slopes |
| 123 | Hand packing stones in wire-crates, excluding cost of crates and stones |
| 124 | Grouting of stone pitching using M-10 nominal mix concrete (max size of aggregate 20 mm nominal) @ 3.65 cum per 100 sqm on horizontal/ side slopes,complete including curing (Nallah) |
| 125 | Dumping of stone (excluding cost of stone) in horizontal on level. |
| 126 | supply of boulders (nallah) nominal size 225 mm (stack measurement reduced by 15%) |
| 127 | Demolishing Brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead In cement mortar |
| 128 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 M (stacks of cleaned bricks shall be measured) from brick work in cement mortar |
| 129 | Silt clearance from canals, inclusive of initial lead and lift (50 m and 1.5m respectively a) Dry |
| 130 | Silt clearance from canals, inclusive of initial lead and lift (50 m and 1.5m respectively a) Wet |
| 131 | Slip clearance in soils; mixed with moorum/ kankar/ shingle/ boulders,disposal lead upto 50 M and lift upto 1.5 M |
| 132 | Clearance of GSR/ST/Dug well/OHT/Intake Tank by way of deploying labour and disposal of rubbish as per direction of Engineer-in- charge |
| 133 | Providing and laying cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) All works upto plinth level |
| 134 | Reinforcement of RCC |
| 135 | Whitewashing one or more coat on old work |
| 136 | 6 mm plaster on cement concrete or RCC work with whoite cement based polymer mofified self curing mortar of approved make as per directions of Engineer-In- Charge |
| 137 | Removing white colour wash by scraping and sand papering and preparing the surface smooth incl. necessary repairs to scratches etc. complete |
| 138 | Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade |
| 139 | Painting with oil type wood preservative of approved brand and manufacture an old work (one or more coat) |
| 140 | Renewing glass planes with putty and nail wherever necessary incl. taking out old putty float glass panes of thickness 4.0 mm |
| 141 | Repair to plaster thickness 12mm to 20 mm in patches of area 2.5 sqm incl. cutting patches in proper shape and plastering wall surface with white cement polymer self curing incl. disposal of rubbish. All complete |
| 142 | Loading unloading of material by way of engaging labour |
| 143 | Repair of gate by way of weldiing and other material required |
| 144 | Engagement of sweeper |
| 145 | Opening of old wire crates and rebinding after filling |
| 146 | Hand packing stone in wire crate excluding cost of crates and stones |
| 147 | Providing and fixing of gun metal gate valve: a) 65 mm dia |
| 148 | b) 50 mm dia |
| 149 | c) 40 mm dia |
| 150 | d) 32 mm dia |
| 151 | e) 25 mm dia |
| 152 | f) 20 mm dia |
| 153 | Note :- (1) If any item/ items not advertised in the above rate list but found necessary to be executed at site. The same shall be paid as per SSR 2022 on Contractors Appreciation / Depreciation. |
| 154 | Note :- (2) Any item either not advertised or not provided in SSR 2022 shall be paid as per actual lowest market rates. |
| 155 | Note :- (3) Any other dia of pipes/ pipe specials if required shall be issued by the department as per prevailing stock rates of the division. |
| 156 | Note :- (4) The material which is issued by the Department, the cost of material shall be deducted as per prevailing stock rates of this Division Please Enable Macros to View BoQ information |
