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| Sl. No. | Item Description |
| 1 | Distt. & Session JudgeEarth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 Mtrs depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compactionincluding disposal of all surplus soil as directed within lead of 30 Mtrs. |
| 2 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running Mtr ( width - 300 mm, depth - 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer periMtr @ 5 Litre solution per Sqm |
| 3 | Cement concrete 1:5:10 with 40mm gauge stone ballast. using concrete mixing volumetric type |
| 4 | Reinforced cement concrete M-25mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 5 | Reinforced cement concrete M-25mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steelreinforcement centring and shuttering in superstructure. |
| 6 | Extra rate for First Floor |
| 7 | Centring and shuttering for foundations. Shuttering for faces of concrete foundations and foundation beams ( vertical or battering ). |
| 8 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 9 | Extra for First Floor |
| 10 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 11 | Extra for First Floor |
| 12 | Centring and shuttering for columns (Square or rectangular or poly gonal in plain) |
| 13 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth |
| 14 | Damp proof course 4cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded |
| 15 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 Mtrs above plinth level. |
| 16 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 Mtrs above plinth level. First Floor |
| 17 | Extra for First Floor |
| 18 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 Mtrs above plinth level. 2nd Floor |
| 19 | Extra for 2nd Floor |
| 20 | Cement Concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 21 | 115mm thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure Ground Floor |
| 22 | 115mm thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure First Floor |
| 23 | Extra rate for First Floor |
| 24 | 12.50 mm Cement plaster 1:5 on Walls. |
| 25 | 20 mm thick cement plaster 1:5 in two coats work. |
| 26 | 12.5 mm thick cement plaster 1:4. |
| 27 | 20 mm thick cement plaster 1:4 in two coat work |
| 28 | Bearing Plaster of 10 mm thick cement mortar 1:3 cement sand finished with a floating coat of neat cement and thick coat of Lime wash / P.O.P. on top of walls when dry for bearing of R.C.C. slabs & beams. |
| 29 | Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 2.5 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. (If fixed on wall face clamp to be paid separatly as per respective item) |
| 30 | Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer - incharge |
| 31 | Prividing and fixing 110 mm dia SWR U.P.V.C coupling / Sockete for Rain water pipe as per IS: 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer incharge |
| 32 | Top Khurra 0.6 m x 0.6 m for rainw ater pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. [CSR 13:45] |
| 33 | Providing and fixing in position gratings for top khurra (PVC grating (P.T.M.T.)) |
| 34 | Bottom Khurra on ground 1.2 m x 0.6 m Mtr Consisting of brick on edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5mm thick cement plaster 1:3 |
| 35 | Terracing consiting of tiles 22.86x11.43x 3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another laver of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg/sqm top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. |
| 36 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with papapet wall finished smooth, where specially specified. |
| 37 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers including ramming, watering and consolidated lead upto 3000 Mtrs |
| 38 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers including ramming, watering and consolidated lead upto 3000 Mtrs |
| 39 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mixing of material |
| 40 | Screed of 50mm thick cement concrete1:8:16 to be laid below the topping. |
| 41 | Extra For First Floor |
| 42 | Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 43 | Kotah stone tile 20mm thick in skirting, riser of steps, dadowalls and pillars laid in 12.5mm thick cement mortar 1:3 (1 Cement and 3 Stand) and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing |
| 44 | Providing and fixing Morwad marble sttrip 18mm to 20mm thick and 100mm wide in Kotah stone Flooring over 12.50 mm thick base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivallent to the kotah stone thickness and colouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects. |
| 45 | Extra labour for projected eaching of stair case of any shape and design |
| 46 | Marble stone flooring with 18-20 mm thick marble stone, 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 and polishing complete with :Makrana, Doongri, Adanga viened and chack Doongri with grey stretches.Slabs sizes above 0.50 sqm |
| 47 | Marble work of thickness 18-20 mm for wall lining (veneer work), backing filled with a grout ofaverage 12 mm thick in cement mortar 1:3 (1cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).Slabs sizes above 0.50 Sqm |
| 48 | Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps G Floor |
| 49 | Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps First Floor |
| 50 | Extra For First Floor |
| 51 | Providing and laying vitrified floor tiles indifferent sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s 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 fine sand), complete. ( Full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.) 600 x 600 mm |
| 52 | Extra For First Floor |
| 53 | Supply & Fixing of door frames (Chowkaths) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:13) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour), 3 each 100mm butt-hinges 2mm thick, 6 each M.S hold fast with split and tail welded to stiffner plate 200mm long, Reciever for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge Doors frame of size 80mm x 50mm with 37mm wide single rebate for 35mm door shutter. |
| 54 | Supply & Fixing of door frames (Chowkaths) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:13) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour), 3 each 100mm butt-hinges 2mm thick, 6 each M.S hold fast with split and tail welded to stiffner plate 200mm long, Reciever for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge. Door frame of size 125mm x 60mm with 37mm wide double rebate for 35mm door shutter. |
| 55 | Supply & Fixing of Window frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steel as per IS: 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12- 16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of PVC & metal hold fastner with PVC cap complete in all respects as per drawing, design, specification & entire stasfication of Enginner-in-Charge. Windows Outer frame of size 72mm x 55mm and central mullion 72mm x 50mm with Double rebate. |
| 56 | Supply & Fixing of Window shutter consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steel as per IS: 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position fixed in position by means of screws complete in all respects as per drawing, design, specification & entire stasfication of Enginner-in-Charge. Glazed Windows shutter Section 47mm x 20mm (Without Glass) |
| 57 | Wire Mesh Windows shutter Section 40mm x 20mm with S.S wire mesh 32 gauge flymesh with 144 holes per square inch |
| 58 | Providing and fixing glazing in door, window, ventilator shutters and partitions etc. complete as per the architectural drawings and the directions of engineer-in -charge (Cost of Gasket /beading shall be paid as per respective item). Float glass panes of 5.5 mm thickness |
| 59 | Providing & fixing fixed beeding 12mm x 12mm for fixed glass with ECO fixed gasket (EPDM) |
| 60 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends ofbars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 61 | Applying priming coat with metal primer onnew steel or iron work including preparation ofsurface. |
| 62 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 63 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (code : II Revision IS-2191 Part-I) 1973 Commercial with elm or gurjan facing on both \ sides with laminated core and lipped edges:- |
| 64 | Wire gauge Hollock wood door shutter without springs housed in chowkhat. 35mm thick |
| 65 | Cost of aluminum fittings complete for doors, windows such as tower bolts, handles,Stoppers and screw etc. for these fittings (Excluding sliding bolt) For shutter area above 0.50 sqm |
| 66 | Providing and fixing aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : |
| 67 | Providing and fixing 0.50mm thick aluminium sheet including cost of necessary fittings i.e, screws, etc. complete |
| 68 | Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete I.S.I Designation each III (size of door 851mm to 1000mm) |
| 69 | Providing and fixing of false ceiling at all heights with cradeling made up of aluminium standard tubular sections/appropriate z sections and other sections conforming to Is:733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make and Plaster of paris ceiling 12.5mm thick consisting of 12.5mm thick panels of plaster of paris reinforced with hessian cloth fixed to under side of cradeling of specified design, including cost of fixing in position all materials, etc. complete in all respects as per specifications. |
| 70 | Providing & fixing 16 gauge stainless steel piperailing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainless steel pipe, Balusters of 40mm dia Stainless steel pipe and guard 3 each of 15mm dia Stainless Steel pipe complete in all respect |
| 71 | Providing and fixing Box Type cup Board of 19mm water proof plywood and 19mm thick plywood flush shutter duly finished with 1 mm sunmica decorative sheet on front and inside finished with 0.80mm white sunmica with cello sheet on back side complete as per drawing 2'-0\\" deep including cost of hardware fitting as per approved by Engineer-in-Charge. |
| 72 | Providing & Fixing storage cabinet above shelves size 1'-6\\" deep x 2'-6\\" height consisting of 19mm thick water proof board, 6mm thick water proof ply on back, finished with 1 mm thick sunmica outside and 0.80 mm white sunmica inside as per shade approved by the engineer-in-charge, handles, hinges complete as per drawing. |
| 73 | Providing & Fixing storage cabinet underside of shelves size 2'-0\\" deep x 2'-6\\" height consisting of 19mm thick water proof ply wood, 6 mm thick water proof ply on back, finished with 1 mm thick decorative sunmica outside and 0.80 mm white sunmica inside with cello sheet on back as per shade approved by the engineer-in-charge including, handles, hinges, soft closing drawer inotech channels and exhaust chimney complete as per drawing. |
| 74 | Cold Twisted deformed (Ribbed/Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. |
| 75 | extra for first floor |
| 76 | Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even andsmooth complete in all respect as per the directions of Engineer-in-charge. |
| 77 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two coats to get required finish. |
| 78 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 79 | Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats) |
| 80 | Preparation of plywood surface for painting including sand papering the surface andapplying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. |
| 81 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. |
| 82 | Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 83 | Providing & applying heritage granual homogeneous wall finishing system from Bakelite Coating & Paints Pvt. Consisting of two component system of dry Granual (25kg/pack) made of 92% silice partical, coated with fade resistant pigmants and 100% acrylic co-polymers bonding agent (5 ltr pack) with the applied thickness of coating being between 0.8 to 1.2mm to be applied in single coat on a cured level smooth plastered, as per the shade combination approved and as per manufacturer specification, all complete inclusive of primer on the base. |
| 84 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 85 | Providing and fixing polycarbonate sheet sheetshould have protective guard film of 25 microns minimum to avoid scratches during transportation Mtr or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws with EPDM seal, and the joints shall be provided with aluminium strips at top and bottom as a seal complete upto 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. |
| 86 | Steel work in built up tubular (round, square orrectangular hollow tubes etc. ISI Marked) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete having span:- Up to 15.00 Mtr. Span |
| 87 | Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 Mtr or as desired by Engineer-incharge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. 0.60 mm (+ 0.05 %) thick |
| 88 | Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 89 | Construction of Residence for Additional Distt. & Session JudgeEarth work in exavation in foundations, trenches, etc. in all kinds of soil where pick jumper work is not involved and not exeeding 2.0 Mtr depth including dressing of bottoms and sides of trenches, stacking the excavated soile clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within a lead of 30Mtr |
| 90 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running Mtr ( width - 300 mm, depth - 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer periMtr @ 5 Litre solution per Sqm |
| 91 | Cement concrete 1:5:10 with 40mm gauge stone ballast. using concrete mixing volumetric type |
| 92 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 93 | Reinforced Cement Concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 94 | Extra rate for First Floor |
| 95 | Centring and shuttering for foundations. Shuttering for faces of concrete foundations and foundation beams ( vertical or battering ). |
| 96 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 97 | Extra for First Floor |
| 98 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 99 | Extra for First Floor |
| 100 | Centring and shuttering for columns (Square or rectangular or poly gonal in plain) |
| 101 | First Class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth |
| 102 | Damp proof course 4 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded. |
| 103 | First Class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 Mtrs above plinth level. G Floor |
| 104 | First Class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 Mtrs above plinth level. First Floor |
| 105 | Extra rate for First Floor |
| 106 | First Class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 Mtrs above plinth level. Second Floor |
| 107 | Extra rate for Second Floor |
| 108 | Cement Concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 109 | 115mm thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure. Ground Floor |
| 110 | 115mm thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure. First Floor |
| 111 | Extra rate for First Floor |
| 112 | 12.50mm Cement plaster 1:5 on Walls |
| 113 | 20 mm thick cement plaster 1:5 in two coats work. |
| 114 | 12.5mm thick cement plaster 1:4 |
| 115 | 20mm thick cement plaster 1:4 in two coat work. |
| 116 | Bearing Plaster of 10 mm thick cement mortar 1:3 cement sand finished with a floating coat of neat cement and thick coat of Lime wash / P.O.P. on top of walls when dry for bearing of R.C.C. slabs & beams. |
| 117 | Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 2.5 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. (If fixed on wall face clamp to be paid separatly as per respective item) |
| 118 | Providing and fixing 110 mm dia SWR U.P.V.C. bend for Rain Water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfications and to the entire satisfaction of Engineer-in-charge. |
| 119 | Providing and fixing 110mm dia SWR U.P.V.C Coupling/Sockete for Rain Water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge. |
| 120 | Top Khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16 [CSR 13:45] |
| 121 | Providing and fixing in position gratings for top khurra (PVC grating (P.T.M.T.)) |
| 122 | Bottom Khurra on ground 1.2m x 0.6m Mtr Consisting of brick on edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5mm thick cement plaster 1:3 |
| 123 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another laver of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg/sqm top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. |
| 124 | Cement Concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with paraper wall finished smooth, where specially specified. |
| 125 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers including ramming, watering and consolidated lead upto 3000 Mtrs |
| 126 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 Mtrs |
| 127 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mixing of material |
| 128 | Screed of 50mm thick cement concrete1:8:16 to be laid below the topping. |
| 129 | Extra For First Floor |
| 130 | Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 131 | Kotah stone tile 20mm thick in skirting, riser of steps, dadowalls and pillars laid in 12.5mm thick cement mortar 1:3 (1 Cement and 3 Stand) and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing |
| 132 | Providing and fixing Morwad marble sttrip 18mm to 20mm thick and 100mm wide in Kotah stone Flooring over 12.50 mm thick base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivallent to the kotah stone thickness and colouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects. |
| 133 | Extra labour for projected eaching of stair case of any shape and design |
| 134 | Marble stone flooring with 18-20 mm thick marble stone, 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 and polishing complete with :Makrana, Doongri, Adanga viened and chack Doongri with grey stretches.Slabs sizes above 0.50 sqm |
| 135 | Marble work of thickness 18-20 mm for wall lining (veneer work), backing filled with a grout ofaverage 12 mm thick in cement mortar 1:3 (1cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).Slabs sizes above 0.50 Sqm |
| 136 | Coloured Granite stone tiles 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 Coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps. G Floor |
| 137 | Coloured Granite stone tiles 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 Coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps. First Floor |
| 138 | Extra For First Floor |
| 139 | Providing and laying vitrified floor tiles in different sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s 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 fine sand), complete. ( Full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.) 600 x 600 mm |
| 140 | Extra For First Floor |
| 141 | Supply & Fixing of door frames (Chowkaths) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:13) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour), 3 each 100mm butt-hinges 2mm thick, 6 each M.S hold fast with split and tail welded to stiffner plate 200mm long, Reciever for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge. Doors frame of size 80mm x 50mm with 37mm wide single rebate for 35mm door shutter. |
| 142 | Supply & Fixing of door frames (Chowkaths) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:13) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour), 3 each 100mm butt-hinges 2mm thick, 6 each M.S hold fast with split and tail welded to stiffner plate 200mm long, Reciever for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge. Door frame of size 125mm x 60mm with 37mm wide double rebate for 35mm door shutter. |
| 143 | Supply & Fixing of Window frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steel as per IS: 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12- 16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of PVC & metal hold fastner with PVC cap complete in all respects as per drawing, design, specification & entire stasfication of Enginner-in-Charge. Windows Outer frame of size 72mm x 55mm and central mullion 72mm x 50mm with Double rebate. |
| 144 | Supply & Fixing of Window shutter consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steel as per IS: 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position fixed in position by means of screws complete in all respects as per drawing, design, specification & entire stasfication of Enginner-in-Charge. Glazed Windows shutter Section 47mm x 20mm (Without Glass) |
| 145 | Wire Mesh Windows shutter Section 40mm x 20mm with S.S wire mesh 32 gauge flymesh with 144 holes per square inch |
| 146 | Providing and fixing glazing in door, window, ventilator shutters and partitions etc. complete as per the architectural drawings and the directions of engineer-in -charge (Cost of Gasket /beading shall be paid as per respective item) Float glass panes of 5.5 mm thickness |
| 147 | Providing & fixing fixed beeding 12mm x 12mm for fixed glass with ECO fixed gasket (EPDM) |
| 148 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron ralling including cost of bolts and nuts or screws or welding rod, complete fixed in position |
| 149 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 150 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 151 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (code : II Revision IS-2191 Part-I) 1973 Commercial with elm or gurjan facing on both \ sides with laminated core and lipped edges:- |
| 152 | Wire gauge Hollock wood door shutter without springs housed in chowkhat. 35mm thick |
| 153 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt) |
| 154 | Providing and fixing aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete: 300mm x 16mm |
| 155 | Providing and fixing 0.50mm thick aluminium sheet including cost of necessary fittings i.e. screws, etc. complete |
| 156 | Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete I.S.I Designation each III (size of door 851 mm to 1000mm) |
| 157 | Providing and fixing of false ceiling at all heights with cradeling made up of aluminium standard tubular sections/appropriate z sections and other sections conforming to Is:733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make and Plaster of paris ceiling 12.5mm thick consisting of 12.5mm thick panels of plaster of paris reinforced with hessian cloth fixed to under side of cradeling of specified design, including cost of fixing in position all materials, etc. complete in all respects as per specifications. |
| 158 | Providing & fixing 16 gauge stainless steel piperailing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainless steel pipe, Balusters of 40mm dia Stainless steel pipe and guard 3 each of 15mm dia Stainless Steel pipe complete in all respect |
| 159 | Providing & Fixing storage cabinet above shelves size 1'-6\\" deep x 2'-6\\" height consisting of 19mm thick water proof board, 6mm thick water proof ply on back, finished with 1 mm thick sunmica outside and 0.80 mm white sunmica inside as per shade approved by the engineer-in-charge, handles, hinges complete as per drawing. |
| 160 | Providing and fixing Box Type cup Board of 19mm water proof plywood and 19mm thick plywood flush shutter duly finished with 1 mm sunmica decorative sheet on front and inside finished with 0.80mm white sunmica with cello sheet on back side complete as per drawing 2'-0\\" deep including cost of hardware fitting as per approved by Engineer-in-Charge. |
| 161 | Providing & Fixing storage cabinet underside of shelves size 2'-0\\" deep x 2'-6\\" height consisting of 19mm thick water proof ply wood, 6 mm thick water proof ply on back, finished with 1 mm thick decorative sunmica outside and 0.80 mm white sunmica inside with cello sheet on back as per shade approved by the engineer-in-charge including, handles, hinges, soft closing drawer inotech channels and exhaust chimney complete as per drawing. |
| 162 | Cold twisted deformed (Ribbed/Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. |
| 163 | Extra for First Floor |
| 164 | Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even and smooth complete in all respect as per the directions of Engineer-in-charge. |
| 165 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two coats to get required finish |
| 166 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 167 | Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two coats) |
| 168 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, inseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. |
| 169 | Applying pink primer or aluminium priming coat on wood work including preparation of surface knotting and stopping etc. |
| 170 | Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 171 | Providing & applying heritage granual homogeneous wall finishing system Consisting of two component system of dry Granual (25kg/pack) made of 92% silice partical, coated with fade resistant pigmants and 100% acrylic co-polymers bonding agent (5 ltr pack) with the applied thickness of coating being between 0.8 to 1.2mm to be applied in single coat on a cured level smooth plastered, as per the shade combination approved and as per manufacturer specification, all complete inclusive of primer on the base. |
| 172 | Finishing walls with acrylic smooth exteriorpaint of required shade with two or more coatsapplied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 173 | Providing and fixing polycarbonate sheet sheetshould have protective guard film of 25 micronsminimum to avoid scratches during transportation Mtr or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws with EPDM seal, and the joints shall be provided with aluminium strips at top and bottom as a seal complete upto 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. |
| 174 | Steel work in built up tubular (round, square orrectangular hollow tubes etc. ISI Marked) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete having span:- Up to 15.00 Mtr. Span |
| 175 | Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 176 | Construction of Residenced for Civil judge (Sr. Division)/CJM including servant Qtr.Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 Mtrs depth including dressing of bottom and sides of trenches. stacking the excavated soil clear from the edge of excavation and subsequent filling around masnry in 15cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtrs. |
| 177 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 (Part 2) & using Chemical containing chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides up to height of 300mm by uniformly spraying solution @ 5 Lite / sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running Mtr (width 300mm, depth - 450 mm) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer periMtr @ 5 Litre solution per Sqm |
| 178 | Cement Concrete 1:5:10 with stone ballast of size 40 mm guage using mechanical mixer |
| 179 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 180 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (Vertical or battering) |
| 181 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. G Floor |
| 182 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. First Floor |
| 183 | Extra rate for first Floor |
| 184 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Beams Ground Floor |
| 185 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Beams First Floor |
| 186 | Extra rate for First Floor |
| 187 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Slab Ground Floor |
| 188 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Slab First Floor |
| 189 | Extra rate for First Floor |
| 190 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Shelves Ground Floor |
| 191 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Shelves First Floor |
| 192 | Extra rate for First Floor |
| 193 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Facia Ground Floor |
| 194 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Facia First Floor |
| 195 | Extra rate for First Floor |
| 196 | Centring and shuttering for carbels, parapet, fascias and other similar items including edges. |
| 197 | Extra for First Floor |
| 198 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. G Floor |
| 199 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. First Floor |
| 200 | Extra rate for First Floor |
| 201 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels. G Floor |
| 202 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels. First Floor |
| 203 | Extra rate for First Floor |
| 204 | First Class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth |
| 205 | Damp proof course 4 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded. |
| 206 | First Class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 Mtrs above plinth level. G Floor |
| 207 | First Class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 Mtrs above plinth level. First Floor |
| 208 | Extra rate for First Floor |
| 209 | First Class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 Mtrs above plinth level. Second Floor |
| 210 | Extra rate for Second Floor |
| 211 | 115mm thick brick wall laid in cement mortar 1 : 4 without reinforcement in super structure. G Floor |
| 212 | 115mm thick brick wall laid in cement mortar 1 : 4 without reinforcement in super structure. First Floor |
| 213 | Extra rate for First floor |
| 214 | Bearing Plaster of 10mm thick cement mortar 1:3 cement sand finished with a floating coat of neat cement and thick coat of Lime wash/P.O.P. on top of walls when dry for bearing of R.C.C. Slabs & beams. |
| 215 | 12.5 mm thick cement plaster 1:5. |
| 216 | 20 mm thick cement plaster 1:5 in two coats work. |
| 217 | 12.5 mm thick cement plaster 1:4. |
| 218 | 20mm thick cement plaster 1:4 |
| 219 | Providing and fixing 110 mm dia SWR U.P.V.C Rain water pipe (ring fitted type-A) as per IS:13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in-charge. (If fixed on wall face clamp to be paid separatly as per respective item) |
| 220 | Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge. |
| 221 | Providing and fixing 110 mm dia SWR U.P.V.C coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge. |
| 222 | Top Khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16 [CSR 13:45] |
| 223 | Providing and fixing in position gratings for top khurra (PVC grating (P.T.M.T.)) |
| 224 | Bottom Khurra on ground 1.2m x 0.6 m. consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3. |
| 225 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another laver of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg/sqm top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. |
| 226 | Cement Concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 227 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers including ramming, watering and consolidated lead upto 3000 Mtrs |
| 228 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 Mtrs |
| 229 | Base Course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate and 100mm sand filling (using mechanical mixer for mixing of material) |
| 230 | Screed of 50mm thick cement concrete 1:8:16 to be laid below the topping (Using mechanical mixer for mixing material). |
| 231 | Extra rate for First Floor |
| 232 | Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 233 | Kotah stone tile 20mm thick in skirting, riser of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 Cement and 3 Sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing |
| 234 | Providing and fixing Morwad marble sttrip 18mm to 20mm thick and 100mm wide in Kotah stone Flooring over 12.50 mm thick base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivallent to the kotah stone thickness and colouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects. |
| 235 | Extra labour for projected eaching of stair case of any shape and design |
| 236 | Marble stone flooring with 18-20 mm thick marble stone, 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 and polishing complete with :Makrana, Doongri, Adanga viened and chack Doongri with grey stretches.Slabs sizes above 0.50 sqm |
| 237 | Marble work of thickness 18-20 mm for wall lining (veneer work), backing filled with a grout ofaverage 12 mm thick in cement mortar 1:3 (1cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).Slabs sizes above 0.50 Sqm |
| 238 | Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the hade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps. G Floor |
| 239 | Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neatcement slurry mixed with pigment to match theshade of stone, including rubbing and polishingincluding labour for fixing dowel pins and cramps. First Floor |
| 240 | Extra For First Floor |
| 241 | Providing and laying vitrified floor tiles indifferent sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s 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 fine sand), complete. ( Full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.) 600 x 600 mm Ground Floor |
| 242 | Providing and laying vitrified floor tiles indifferent sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s 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 fine sand), complete. ( Full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.) 600 x 600 mm First Floor |
| 243 | Extra rate for First Floor |
| 244 | Supply & Fixing of door frames (Chowkaths) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:13) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour), 3 each 100mm butt-hinges 2mm thick, 6 each M.S hold fast with split and tail welded to stiffner plate 200mm long, Reciever for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge Doors frame of size 80mm x 50mm with 37mm wide single rebate for 35mm door shutter. |
| 245 | Supply & Fixing of door frames (Chowkaths) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:13) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour), 3 each 100mm butt-hinges 2mm thick, 6 each M.S hold fast with split and tail welded to stiffner plate 200mm long, Reciever for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge Door frame of size 125mm x 60mm with 37mm wide double rebate for 35mm door shutter. |
| 246 | Supply & Fixing of Window frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steel as per IS: 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12- 16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of PVC & metal hold fastner with PVC cap complete in all respects as per drawing, design, specification & entire stasfication of Enginner-in-Charge. Windows Outer frame of size 72mm x 55mm and central mullion 72mm x 50mm with Double rebate. |
| 247 | Supply & Fixing of Window shutter consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steel as per IS: 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position fixed in position by means of screws complete in all respects as per drawing, design, specification & entire stasfication of Enginner-in-Charge. Glazed Windows shutter Section 47mm x 20mm (Without Glass) |
| 248 | Wire Mesh Windows shutter Section 40mm x 20mm with S.S wire mesh 32 gauge flymesh with 144 holes per square inch |
| 249 | Providing and fixing glazing in door, window, ventilator shutters and partitions etc. complete as per the architectural drawings and the directions of engineer-in -charge (Cost of Gasket /beading shall be paid as per respective item) |
| 250 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 251 | Providing & fixing fixed beeding 12mm x 12mm for fixed glass with ECO fixed gasket (EPDM) |
| 252 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 253 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 254 | Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge Door and window frame of size 113mm x 60mm x with 35mm wide single rebate weighing 3.38 kg/per Mtr |
| 255 | Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge Doors and windows frame of size 151mm x 60mm x with 35mm wide double rebatte weighing 3.95 kg per Mtr. |
| 256 | Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitred and electrically flash-welded, with iron fittings including necessary iron handles, hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire guage) and finished with ready mixed paint red lead non setting primer complete as per specifications, Drawings and to the entire satisfaction of engineer-in-charge. (Note:- Glazing, wire guage and grill will be paid as per respective items) |
| 257 | Wire guage fixed on steel windows of standard rolled steel section, with 3mm thick flat iron cover moulding of 12.5mm width, fixed with machine screws, complete in all respects. |
| 258 | Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. Glass panes 4mm or 10.75 kg / sqm exceeding 0.4 sqm of area |
| 259 | Extra for providing & fixing Steel beading of approved shape steel tube beading size 12mm X 12mm, 18 gauge of approved shape and section with screw for fixing of glass panes instead of glazing clips and metal slash putty in steel doors , windows & Ventilators complete in all respect |
| 260 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973, Commercial with elm or gurjan facing on both\sides with laminated core and lipped edges:- 35mm thick |
| 261 | Wire gauge Hollock wood door shutter without springs housed in chowkhat. 35mm thick |
| 262 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt) |
| 263 | Providing and fixing aluminium sliding door bots ISI marked anodized (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with nuts and screws etc. complete: 300mm x 16mm |
| 264 | Providing and fixing 0.50mm thick aluminium sheet including cost of necessary fittings i.e. screws, etc. complete |
| 265 | Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete I.S.I Designation each III (size of door 851mm to 1000 mm) |
| 266 | Providing and fixing of false ceiling at all heights with cradeling made up of aluminium standard tubular sections/appropriate z sections and other sections conforming to Is:733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make and Plaster of paris ceiling 12.5mm thick consisting of 12.5mm thick panels of plaster of paris reinforced with hessian cloth fixed to under side of cradeling of specified design, including cost of fixing in position all materials, etc. complete in all respects as per specifications. |
| 267 | Providing & fixing 16 guage stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia stainless steel pipe, Balusters of 40mm dia stainless steel pipe complete in all respects. |
| 268 | Providing & Fixing storage cabinet above shelves size 1'-6\\" deep x 2'-6\\" height consisting of 19mm thick water proof board, 6mm thick water proof ply on back, finished with 1 mm thick sunmica outside and 0.80 mm white sunmica inside as per shade approved by the engineer-in-charge, handles, hinges complete as per drawing. |
| 269 | Providing and fixing Box Type cup Board of 19mm water proof plywood and 19mm thick plywood flush shutter duly finished with 1 mm sunmica decorative sheet on front and inside finished with 0.80mm white sunmica with cello sheet on back side complete as per drawing 2'-0\\" deep including cost of hardware fitting as per approved by Engineer-in-Charge. |
| 270 | Providing & Fixing storage cabinet underside of shelves size 2'-0\\" deep x 2'-6\\" height consisting of 19mm thick water proof ply wood, 6 mm thick water proof ply on back, finished with 1 mm thick decorative sunmica outside and 0.80 mm white sunmica inside with cello sheet on back as per shade approved by the engineer-in-charge including, handles, hinges, soft closing drawer inotech channels and exhaust chimney complete as per drawing. |
| 271 | Cold twisted deformed (Ribbed/Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. |
| 272 | Extra for First Floor |
| 273 | Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.) punning 6mm thickness over plastered surface to prepare the surface even andsmooth complete in all respect as per the directions of Engineer-in-charge. |
| 274 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two coats to get required finish |
| 275 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 276 | Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two coats) |
| 277 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 278 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 279 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, inseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. |
| 280 | Applying pink primer or aluminium priming coat on wood work including preparation of surface knotting and stopping etc. |
| 281 | Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 282 | Providing & applying granual homogeneous wall finishing system Consisting of two component system of dry Granual (25 kg/pack) made of 92% silice particle, coated with fade resistant pigmants and 100% acrylic co-polymers bonding agent (5 ltr pack) with the applied thickness of coating being between 0.8 to 1.2mm to be applied in single coat on a cured level smooth plastered, as per the shade combination approved and as per manufacturer specification, all complete inclusive of primer on the base. |
| 283 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 284 | Providing and fixing polycarbonate sheet sheet should have protective guard film of 25 micronsminimum to avoid scratches during transportation Mtr or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws with EPDM seal, and the joints shall be provided with aluminium strips at top and bottom as a seal complete upto 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. |
| 285 | Steel work in built up tubular (round, square or rectangular hollow tubes etc. ISI Marked) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete having span:- Up to 15.00 Mtr. Span |
| 286 | Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 287 | Construction of Residenced for Civil judge (Jr. Division)/JMIC including servant Qtr. Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 Mtrs depth including dressing of bottom and sides of trenches. stacking the excavated soil clear from the edge of excavation and subsequent filling around masnry in 15cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtrs. |
| 288 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 (Part 2) & using Chemical containing chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides up to height of 300mm by uniformly spraying solution @ 5 Lite / sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running Mtr (width 300mm, depth - 450 mm) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer periMtr @ 5 Litre solution per Sqm |
| 289 | Cement Concrete 1:5:10 with stone ballast of size 40 mm guage using mechanical mixer |
| 290 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 291 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (Vertical or battering) |
| 292 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. G Floor |
| 293 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. First Floor |
| 294 | Extra rate for first Floor |
| 295 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Beams Ground Floor |
| 296 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Beams First Floor |
| 297 | Extra rate for first Floor |
| 298 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure Slab G Floor |
| 299 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure First Floor |
| 300 | Extra rate for First Floor |
| 301 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Shelves Ground Floor |
| 302 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Shelves First Floor |
| 303 | Extra rate for First Floor |
| 304 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Facia Ground Floor |
| 305 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Facia First Floor |
| 306 | Extra rate for First Floor |
| 307 | Centring and shuttering for carbels, parapet, fascias and other similar items including edges. |
| 308 | Extra for First Floor |
| 309 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. G Floor |
| 310 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. First Floor |
| 311 | Extra rate for First Floor |
| 312 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 313 | First Floor |
| 314 | Extra rate for First Floor |
| 315 | First Class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth |
| 316 | Damp proof course 4 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded. |
| 317 | First Class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 Mtrs above plinth level. G Floor |
| 318 | First Class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 Mtrs above plinth level. First Floor |
| 319 | Extra rate for First Floor |
| 320 | First Class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 Mtrs above plinth level. Second Floor |
| 321 | Extra rate for Second Floor |
| 322 | 115mm thick brick wall laid in cement mortar 1 : 4 without reinforcement in super structure. G Floor |
| 323 | 115mm thick brick wall laid in cement mortar 1 : 4 without reinforcement in super structure. First Floor |
| 324 | Extra rate for First floor |
| 325 | Bearing Plaster of 10mm thick cement mortar 1:3 cement sand finished with a floating coat of neat cement and thick coat of Lime wash/ P.O.P. on top of walls when dry for bearing of R.C.C. Slabs & beams. |
| 326 | 12.5 mm thick cement plaster 1:5. |
| 327 | 20 mm thick cement plaster 1:5 in two coats work. |
| 328 | 12.5 mm thick cement plaster 1:4. |
| 329 | 20mm thick cement plaster 1:4 |
| 330 | Providing and fixing 110 mm dia SWR U.P.V.C Rain water pipe (ring fitted type-A) as per IS:13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in-charge. (If fixed on wall face clamp to be paid separatly as per respective item) |
| 331 | Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge. UPVC 110mm bend |
| 332 | Providing and fixing 110 mm dia SWR U.P.V.C coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge. |
| 333 | Top Khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16 [CSR 13:45] |
| 334 | Providing and fixing in position gratings for top khurra (PVC grating (P.T.M.T.)) |
| 335 | Bottom Khurra on ground 1.2m x 0.6 m. consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3. |
| 336 | Terracing consiting of tiles 22.86x11.43x 3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another laver of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg/sqm top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. |
| 337 | Cement Concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 338 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers including ramming, watering and consolidated lead upto 3000 Mtrs |
| 339 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 Mtrs |
| 340 | Base Course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate and 100mm sand filling (using mechanical mixer for mixing of material) |
| 341 | Screed of 50mm thick cement concrete 1:8:16 to be laid below the topping (Using mechanical mixer for mixing material). |
| 342 | Extra rate for First Floor |
| 343 | Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 344 | Kotah stone tile 20mm thick in skirting, riser of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 Cement and 3 Sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing |
| 345 | Providing and fixing Morwad marble sttrip 18mm to 20mm thick and 100mm wide in Kotah stone Flooring over 12.50 mm thick base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivallent to the kotah stone thickness and colouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects. |
| 346 | Extra labour for projected eaching of stair case of any shape and design |
| 347 | Marble stone flooring with 18-20 mm thick marble stone, 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 and polishing complete with :Makrana, Doongri, Adanga viened and chack Doongri with grey stretches.Slabs sizes above 0.50 sqm |
| 348 | Marble work of thickness 18-20 mm for wall lining (veneer work), backing filled with a grout ofaverage 12 mm thick in cement mortar 1:3 (1cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).Slabs sizes above 0.50 Sqm |
| 349 | Coloured Granite stone tiles 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 Coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps. G Floor |
| 350 | Coloured Granite stone tiles 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 Coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps. First Floor |
| 351 | Extra For First Floor |
| 352 | Providing and laying vitrified floor tiles in different sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s 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 fine sand), complete. ( Full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.) 600 x 600 mm Ground Floor |
| 353 | Providing and laying vitrified floor tiles in different sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s 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 fine sand), complete. ( Full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.) 600 x 600 mm First Floor |
| 354 | Supply & Fixing of door frames (Chowkaths) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:13) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour), 3 each 100mm butt-hinges 2mm thick, 6 each M.S hold fast with split and tail welded to stiffner plate 200mm long, Reciever for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge. Doors frame of size 80mm x 50mm with 37mm wide single rebate for 35mm door shutter. |
| 355 | Supply & Fixing of door frames (Chowkaths) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:13) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour), 3 each 100mm butt-hinges 2mm thick, 6 each M.S hold fast with split and tail welded to stiffner plate 200mm long, Reciever for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge. Door frame of size 125mm x 60mm with 37mm wide double rebate for 35mm door shutter. |
| 356 | Supply & Fixing of Window frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steel as per IS: 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12- 16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position by means of PVC & metal hold fastner with PVC cap complete in all respects as per drawing, design, specification & entire stasfication of Enginner-in-Charge. Windows Outer frame of size 72mm x 55mm and central mullion 72mm x 50mm with Double rebate. |
| 357 | Supply & Fixing of Window shutter consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanished sheet (base steel as per IS: 513) with zinc of 120gm/sqm steel sheet pre coated (as per approved colour) with polyster paint of 12-16 micrones thickness under coat of EPOXY primer & back coated with ALKYD backer of 5-7 micrones total thickness of coating 0.58mm of approved shade, fixed in position fixed in position by means of screws complete in all respects as per drawing, design, specification & entire stasfication of Enginner-in-Charge. Glazed Windows shutter Section 47mm x 20mm (Without Glass) |
| 358 | Wire Mesh Windows shutter Section 40mm x 20mm with S.S wire mesh 32 gauge flymesh with 144 holes per square inch |
| 359 | Providing and fixing glazing in door, window, ventilator shutters and partitions etc. complete as per the architectural drawings and the directions of engineer-in -charge (Cost of Gasket /beading shall be paid as per respective item) |
| 360 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 361 | Providing & fixing fixed beeding 12mm x 12mm for fixed glass with ECO fixed gasket (EPDM) |
| 362 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 363 | Painting two coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work |
| 364 | Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge. Door and window frame of size 113mm x 60mm x with 35mm wide single rebate weighing 3.38 kg/per Mtr |
| 365 | Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge. Doors and windows frame of size 151mm x 60mm x with 35mm wide double rebatte weighing 3.95 kg per Mtr. |
| 366 | Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitred and electrically flash-welded, with iron fittings including necessary iron handles, hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire guage) and finished with ready mixed paint red lead non setting primer complete as per specifications, Drawings and to the entire satisfaction of engineer-in-charge. (Note:- Glazing, wire guage and grill will be paid as per respective items) |
| 367 | Wire guage fixed on steel windows of standard rolled steel section, with 3mm thick flat iron cover moulding of 12.5mm width, fixed with machine screws, complete in all respects. |
| 368 | Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. Glass panes 4mm thick above 0.40 sqm area. |
| 369 | Extra for providing & fixing steel Tube beading size 12mm x 12mm, 18 guage of approved shape and secttion with screw for fixing of glass panes in stead of glazing clips and metal slash putty in steel door, windows & ventilators complete in all respect |
| 370 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973, Commercial with elm or gurjan facing on both\sides with laminated core and lipped edges:- 35mm thick |
| 371 | Wire gauge Hollock wood door shutter without springs housed in chowkhat. 35mm thick |
| 372 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt) For shutter are above 0.50 sqm |
| 373 | Providing and fixing aluminium sliding door bots ISI marked anodized (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with nuts and screws etc. complete: 300mm x 16mm |
| 374 | Providing and fixing 0.50mm thick aluminium sheet including cost of necessary fittings i.e. screws, etc. complete |
| 375 | Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete I.S.I Designation each III (size of door 851mm to 1000 mm) |
| 376 | Providing and fixing of false ceiling at all heights with cradeling made up of aluminium standard tubular sections/appropriate z sections and other sections conforming to Is:733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make and Plaster of paris ceiling 12.5mm thick consisting of 12.5mm thick panels of plaster of paris reinforced with hessian cloth fixed to under side of cradeling of specified design, including cost of fixing in position all materials, etc. complete in all respects as per specifications. |
| 377 | Providing & fixing 16 guage stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia stainless steel pipe, Balusters of 40mm dia stainless steel pipe complete in all respects. |
| 378 | Providing & Fixing storage cabinet above shelves size 1'-6\\" deep x 2'-6\\" height consisting of 19mm thick water proof board, 6mm thick water proof ply on back, finished with 1 mm thick sunmica outside and 0.80 mm white sunmica inside as per shade approved by the engineer-in-charge, handles, hinges complete as per drawing. |
| 379 | Providing and fixing Box Type cup Board of 19mm water proof plywood and 19mm thick plywood flush shutter duly finished with 1 mm sunmica decorative sheet on front and inside finished with 0.80mm white sunmica with cello sheet on back side complete as per drawing 2'-0\\" deep including cost of hardware fitting as per approved by Engineer-in-Charge. |
| 380 | Providing & Fixing storage cabinet underside of shelves size 2'-0\\" deep x 2'-6\\" height consisting of 19mm thick water proof ply wood, 6 mm thick water proof ply on back, finished with 1 mm thick decorative sunmica outside and 0.80 mm white sunmica inside with cello sheet on back as per shade approved by the engineer-in-charge including, handles, hinges, soft closing drawer inotech channels and exhaust chimney complete as per drawing. |
| 381 | Cold twisted deformed (Ribbed/Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. |
| 382 | Extra for First Floor |
| 383 | Providing and applying plaster of paris (ISI marked such as JK, Kohinoor, Maharaja etc.)punning 6mm thickness over plastered surface to prepare the surface even andsmooth complete in all respect as per the directions of Engineer-in-charge. |
| 384 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two coats to get required finish |
| 385 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 386 | Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two coats) |
| 387 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 388 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 389 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. |
| 390 | Applying pink primer or aluminium priming coat on wood work including preparation of surface knotting and stopping etc. |
| 391 | Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 392 | Providing & applying granual homogeneous wall finishing system Consisting of two component system of dry Granual (25 kg/pack) made of 92% silice partical, coated with fade resistant pigmants and 100% acrylic co-polymers bonding agent (5 ltr pack) with the applied thickness of coating being between 0.8 to 1.2 mm to be applied in single coat on a cured level smooth plastered, as per the shade combination approved and as per manufacturer specification, all complete inclusive of primer on the base. |
| 393 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 394 | Providing and fixing polycarbonate sheet sheet should have protective guard film of 25 micronsminimum to avoid scratches during transportation Mtr or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws with EPDM seal, and the joints shall be provided with aluminium strips at top and bottom as a seal complete upto 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. |
| 395 | Steel work in built up tubular (round, square orrectangular hollow tubes etc. ISI Marked) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete having span:- Up to 15.00 Mtr. Span |
| 396 | Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 397 | Servant Quarter Distt. And Session HouseEarth work in excavation in foundations, trenches etc in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 Mtrs depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtrs. |
| 398 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containing chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides up to height of 300mm by uniformly spraying solution @ 5 Litre / sqm (ii) In the refill earth on both sides of all built up walls@ 7.5 Litre / Running Mtr (width - 300 mm, depth - 450 mm) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer periMtr @ 5 Litre solution per Sqm |
| 399 | Cement concrete 1:5:10 with 40mm gauge stone ballast, using concrete mixing volumetri type |
| 400 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 401 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Door Lintel |
| 402 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Shelves |
| 403 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Beam |
| 404 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Slab |
| 405 | Centering and shuttering for foundation. Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 406 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 407 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 408 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth |
| 409 | Damp proof course 4cm thick of cement concrete 1:2:4 with 2 coats of bitument 20/30 penetration at 1.65 kg per Sqm Laid hot and sanded. |
| 410 | First Class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 Mtrs above plinth level. G Floor |
| 411 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 Mtrs above plinth level. First Floor |
| 412 | Extra rate for First Floor |
| 413 | 115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1:4 cement sand mortar in super structure. |
| 414 | Brick Jali with 22.86cm x 11.43cm thick alternate layers laid in cement sand mortar 1:4 using 58 number bricks. |
| 415 | Bearing Plaster of 10mm thick cement mortar 1:3 cement sand finished with a floating coat of neat cement and thick coat of Lime wash/ P.O.P. on top of walls when dry for bearing of R.C.C. slabs & beams. |
| 416 | Plastering on underside of ceiling 10mm thick cement plaster 1:4 |
| 417 | 12.5 mm thick cement plaster 1:5 |
| 418 | 20mm thick cement plaster 1:5 in two oats work |
| 419 | 12.5 mm thick cement plaster 1:4 |
| 420 | 20mm thick cement plaster 1:4 in two coat work. |
| 421 | Providing and fixing 110 mm dia SWR U.P.V.C. Rain water pipe (ring fitted type-A) as per IS:13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in-charge. (If fixed on wall face clamp to be paid separatly as per respective item) |
| 422 | Providing and fixing 110mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge |
| 423 | Providing and fixing 110mm dia SWR U.P.V.C. Coupling/Sockete for Rain water pipe as per IS: 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge |
| 424 | Top Khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrette 1:2:4 over 50mm thick cement concrete 1:8:16 |
| 425 | Providing and fixing in position gratings 150mmx 150mm on top Khura PVC grating |
| 426 | Bottom Khurra on ground 1.2m x 0.6m consisting of brick on edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5 mm thick cement plaster 1:3 |
| 427 | Terracing consiting of tiles 22.86x11.43x3.83 cm laid over 25mm mud plaster 7.5 cm mud filling on another laver of 25mm mud plaster including two coats of bitumen laid hot at 1.65 kg/sqm top of RCC slab including grouting with cementsand mortar 1:4 and top surface to be ift clean after wire brushing etc. |
| 428 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 429 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers including ramming, watering and consolidated lead upto 3000 Mtrs |
| 430 | Earth filling under floors with surplus soil containing more than 40% gravel or kankar excavated from foundation & taken only from outside the building plinth in 15 cm layers including ramming watering and consolidation lead upto 30 Mtrs |
| 431 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 witth stone aggregate and 100mm sand filling (Using mechanical mixer for mixing of material) |
| 432 | Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 433 | Kotah stone tile 20mm thick in skirting, riser of steps, dado walls and pillars laid in 12.5 mm thick cement mortar 1:3 (1 cement and 3 sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing |
| 434 | Providing and fixing Morwad marble sttrip 18mm to 20mm thick and 100mm wide in Kotah stone Flooring over 12.50 mm thick base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivallent to the kotah stone thickness and colouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects. |
| 435 | Supply & Fixing of door frames (Chowkaths) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:13) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour), 3 each 100mm butt-hinges 2mm thick, 6 each M.S hold fast with split and tail welded to stiffner plate 200mm long, Reciever for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge. Door and window frame of size 113mm x 60mm x with 35mm wide single rebate weighing 3.38 kg/per Mtr |
| 436 | Supply & Fixing of door frames (Chowkaths) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:13) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour), 3 each 100mm butt-hinges 2mm thick, 6 each M.S hold fast with split and tail welded to stiffner plate 200mm long, Reciever for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge. Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per Mtr. |
| 437 | Providing & fixing of Box type steel windows, made of various ERW section outter 60mm x 25mm central mullion 60mm x 25mm for shutter 50mm x 20mm having thickness of 1.25 mm (18 gauge) shash bar MS Tee 25mm x 3mm where reqired jointts mitred and electrically flash welded, with iron fittings including necessary iron handles, hinged cleat, tower bolts, iron hold fast and pinttle hinges complete (excluding glazing and wire guage) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note: Glazing, wire guage and grill will be paid as per respective items) |
| 438 | Wire gauge fixed on steel windows of standard roiled steel section with 3mm thick flat iron cover moulding of 12.5mm width, fixed with machine screws, complette in all respects. |
| 439 | Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make, Glass panes 4mm thick above 0.40 sqm area. Float glass panes of 5.5 mm thickness |
| 440 | Extra for providing & fixing steel Tube beading size 12mm x 12mm, 18 gauge of approved shape and section with screw for fixing of glass panes in stead of glazing clips and metal slash putty in steel doors, windows & ventilators complete in all respect |
| 441 | Wrought iron and mild steel ladders, framed grills, grading etc with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position |
| 442 | Iron grated doors, including pintle hinges and arrangements |
| 443 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code: II Revision IS-2191 Part-I) 1973 Commercial with elm or gurjan facing on both/ sides with laminated core and lipped edges: 35mm thick |
| 444 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt) For shutter area above 0.50 sqm |
| 445 | Providing and fixing aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc complete: 300mm x 16mm |
| 446 | Providing and fixing 0.50mm thick aluminium sheet including cost of necessary fittings i.e. screws, etc. complete |
| 447 | Cold twisted deformed (Ribbed/Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. |
| 448 | Providing & Fixing storage cabinet above shelves size 1'-6\\" deep x 2'-6\\" height consisting of 19mm thick water proof board, 6mm thick water proof ply on back, finished with 1 mm thick sunmica outside and 0.80 mm white sunmica inside as per shade approved by the engineer-in-charge, handles, hinges complete as per drawing. |
| 449 | Preparation of plastered or concete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two coats to get required finish |
| 450 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 451 | Wall painting with plastic eulsion paint of approved brand and manufacturer to give an even shade (two coats) |
| 452 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 453 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 454 | Preparation of plywood surface for painting including sand papering the surfae and applying filling with approved quality fillers consisting of white lead, linseed oil, arnish, and Chalk Mitti including finishing the surfae to required finish complete |
| 455 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. |
| 456 | Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade |
| 457 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 458 | Coloured Granite stone tiles 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 Coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps. |
| 459 | Servant Quarter Distt. And Session HouseEarth work in excavation in foundations, trenches etc in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 Mtrs depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtrs. |
| 460 | Providing and applying Anti termite treatment using (i) in foundation pits. By treating the bottom & sides up to height of 300mm by uniformly spraying solution @ 5 Litre/ sqm (ii) in the refill earth on both sides of all built up walls @ 7.5 Litre/ Running Mtr (width - 300 mm, depth - 450 mm) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer periMtr @ 5 Litre solution per Sqm |
| 461 | Cement concrete 1:5:10 with 40mm gauge stone ballast, using concrete mixing volumetric type |
| 462 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 463 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in super structure. Door Lintel |
| 464 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in super structure. Shelves |
| 465 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in super structure. Beam |
| 466 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in super structure. Slab |
| 467 | Centering and shuttering for foundation. Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 468 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 469 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 470 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth |
| 471 | Damp proof course 4cm thick of cement concrete 1:2:4 with 2 coats of bitument 20/30 penetration at 1.65 kg per Sqm Laid hot and sanded. |
| 472 | First Class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 Mtrs above plinth level. G Floor |
| 473 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 Mtrs above plinth level. First Floor |
| 474 | Extra rate for First Floor |
| 475 | Brick Jali with 22.86cm x 11.43cm thick alternate layers laid in cement sand mortar 1:4 using 58 number bricks. |
| 476 | Bearing Plaster of 10mm thick cement mortar 1:3 cement sand finished with a floating coat of neat cement and thick coat of Lime wash/ P.O.P. on top of walls when dry for bearing of R.C.C. slabs & beams. |
| 477 | Plastering on underside of ceiling 10mm thick cement plaster 1:4 |
| 478 | 12.5 mm thick cement plaster 1:5 |
| 479 | 20mm thick cement plaster 1:5 in two oats work |
| 480 | 12.5 mm thick cement plaster 1:4 |
| 481 | 20mm thick cement plaster 1:4 in two coat work. |
| 482 | Providing and fixing 110 mm dia SWR U.P.V.C. Rain water pipe (ring fitted type-A) as per IS:13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in-charge. (If fixed on wall face clamp to be paid separatly as per respective item) |
| 483 | Providing and fixing 110mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge |
| 484 | Providing and fixing 110mm dia SWR U.P.V.C. Coupling/Sockete for Rain water pipe as per IS: 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge |
| 485 | Top Khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrette 1:2:4 over 50mm thick cement concrete 1:8:16 |
| 486 | Providing and fixing in position gratings 150mmx 150mm on top Khura PVC grating |
| 487 | Bottom Khurra on ground 1.2m x 0.6m consisting of brick on edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5 mm thick cement plaster 1:3 |
| 488 | Terracing consiting of tiles 22.86x11.43x3.83 cm laid over 25mm mud plaster 7.5 cm mud filling on another laver of 25mm mud plaster including two coats of bitumen laid hot at 1.65 kg/sqm top of RCC slab including grouting with cementsand mortar 1:4 and top surface to be ift clean after wire brushing etc. |
| 489 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 490 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers including ramming, watering and consolidated lead upto 3000 Mtrs |
| 491 | Earth filling under floors with surplus soil containing more than 40% gravel or kankar excavated from foundation & taken only from outside the building plinth in 15 cm layers including ramming watering and consolidation lead upto 30 Mtrs |
| 492 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 witth stone aggregate and 100mm sand filling (Using mechanical mixer for mixing of material) |
| 493 | Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 494 | Kotah stone tile 20mm thick in skirting, riser of steps, dado walls and pillars laid in 12.5 mm thick cement mortar 1:3 (1 cement and 3 sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing |
| 495 | Providing and fixing Morwad marble sttrip 18mm to 20mm thick and 100mm wide in Kotah stone Flooring over 12.50 mm thick base of cement mortar 1:3 jointed with cement slurry including cost of additional mortar equivallent to the kotah stone thickness and colouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects. |
| 496 | Supply & Fixing of door frames (Chowkaths) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:13) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour), 3 each 100mm butt-hinges 2mm thick, 6 each M.S hold fast with split and tail welded to stiffner plate 200mm long, Reciever for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge. Door and window frame of size 113mm x 60mm x with 35mm wide single rebate weighing 3.38 kg/per Mtr |
| 497 | Supply & Fixing of door frames (Chowkaths) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:13) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour), 3 each 100mm butt-hinges 2mm thick, 6 each M.S hold fast with split and tail welded to stiffner plate 200mm long, Reciever for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge. Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per Mtr. |
| 498 | Providing & fixing of Box type steel windows, made of various ERW section outter 60mm x 25mm central mullion 60mm x 25mm for shutter 50mm x 20mm having thickness of 1.25 mm (18 gauge) shash bar MS Tee 25mm x 3mm where reqired jointts mitred and electrically flash welded, with iron fittings including necessary iron handles, hinged cleat, tower bolts, iron hold fast and pinttle hinges complete (excluding glazing and wire guage) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note: Glazing, wire guage and grill will be paid as per respective items) |
| 499 | Wire gauge fixed on steel windows of standard roiled steel section with 3mm thick flat iron cover moulding of 12.5mm width, fixed with machine screws, complete in all respects. |
| 500 | Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make, Glass panes 4mm thick above 0.40 sqm area. |
| 501 | Extra for providing & fixing steel Tube beading size 12mm x 12mm, 18 gauge of approved shape and section with screw for fixing of glass panes in stead of glazing clips and metal slash putty in steel doors, windows & ventilators complete in all respect |
| 502 | Wrought iron and mild steel ladders, framed grills, grading etc with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position |
| 503 | Iron grated doors, including pintle hinges and arrangements |
| 504 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code: II Revision IS-2191 Part-I) 1973 Commercial with elm or gurjan facing on both/ sides with laminated core and lipped edges: 35mm thick |
| 505 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt) For shutter area above 0.50 sqm |
| 506 | Providing and fixing aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc complete: 300mm x 16mm |
| 507 | Providing and fixing 0.50mm thick aluminium sheet including cost of necessary fittings i.e. screws, etc. complete |
| 508 | Cold twisted deformed (Ribbed/Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. |
| 509 | Providing & Fixing storage cabinet above shelves size 1'-6\\" deep x 2'-6\\" height consisting of 19mm thick water proof board, 6mm thick water proof ply on back, finished with 1 mm thick sunmica outside and 0.80 mm white sunmica inside as per shade approved by the engineer-in-charge, handles, hinges complete as per drawing. |
| 510 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two coats to get required finish |
| 511 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 512 | Wall painting with plastic eulsion paint of approved brand and manufacturer to give an even shade (two coats) |
| 513 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 514 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 515 | Preparation of plywood surface for painting including sand papering the surfae and applying filling with approved quality fillers consisting of white lead, linseed oil, arnish, and Chalk Mitti including finishing the surfae to required finish complete |
| 516 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. |
| 517 | Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade |
| 518 | Providing surface treatment to external/ external wall with water resistant grade, anti fungal, anti rusting, antifoaming, high percentage acrylic binder washable surface with two coats to be provided with spatula over one coat cement primer including preparation of surfae with water resistant grade match colour complete as per specifications and to the entire satisfaction of Engineer-in-charge |
| 519 | Coloured Granite stone tiles 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 Coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps. |
| 520 | Construction of Check post for Session House Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 Mtrs depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtrs. |
| 521 | Cement concrete 1:5:10 with 40 mm gauge stone ballast. Using concrete mixing volumetric type |
| 522 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 523 | Damp proof course 4 cm thick of cement concrete 1:2:4 with 2 coats of bittument 20/30 penetration at 1.65 kg per Sqm Laid hot and sanded |
| 524 | First class burnt brick worrk laid in cement sand mortar 1:6 in first storey upto 4 Mtrs above plinth level. |
| 525 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 526 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. |
| 527 | Centering and shuttering for foundation. Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 528 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 529 | Bearing Plaster of 10mm thick cement mortar 1:3 cement sand finished with a floating coat of neat cement and thick coat of Lime wash/ P.O.P. on top of walls when dry for bearing of R.C.C. slabs & beams. |
| 530 | Plastering on underside of ceiling 10mm thick cement plaster 1:4 |
| 531 | 12.5 mm thick cement plaster 1:5 |
| 532 | 20mm thick cement plaster 1:5 in two coats work. |
| 533 | 12.5 mm thick cement plaster 1:4 |
| 534 | 20mm thick cement plaster 1:4 in two coat work. |
| 535 | Providing and fixing 110 mm dia SWR U.P.V.C. Rain water pipe (ring fitted type-A) as per IS:13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in-charge. (If fixed on wall face clamp to be paid separatly as per respective item) |
| 536 | Providing and fixing 110mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge |
| 537 | Providing and fixing 110mm dia SWR U.P.V.C. Coupling/Sockete for Rain water pipe as per IS: 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge |
| 538 | Top Khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrette 1:2:4 over 50mm thick cement concrete 1:8:16 |
| 539 | Providing and fixing in position gratings 150mmx 150mm on top Khura PVC grating |
| 540 | Bottom Khurra on ground 1.2m x 0.6m consisting of brick on edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5 mm thick cement plaster 1:3 |
| 541 | Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 25 mm mud plaster, 75mm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot @ 1.65 kg per Sqm On top of R.C.C slab including grouting with cement. |
| 542 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 543 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers including ramming, watering and consolidated lead upto 3000 Mtrs |
| 544 | Earth filling under floors with surplus soil containing more than 40% gravel or kankar excavated from foundation & taken only from outside the building plinth in 15 cm layers including ramming watering and consolidation lead upto 30 Mtrs |
| 545 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate and 100mm sand filling (Using mechanical mixer for mixing of material) |
| 546 | Kota stone tile flooring 20mm to 30mm thick over 12.5 mm thick base of cement mortar 1:3 (1 cement, 3 Sand) laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone including rubbing and polishing. |
| 547 | Kota stone tile 20mm thick in skirting, riser of steps, dado walls and pillars laid in 12.5 mm thick cment mortar 1:3 (1 Cement and 3 Sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing |
| 548 | Providing and fixing Morwad marble strip 18mm to 20mm thick and 100mm wide in Kota stone flooring over 12.50 mm thick base of cement mortar 1:3 jointed with cement slurry including cost of aditional mortar equivallent to the kota stone thickness and colouring pigment to match the colour rubbed and polished to granolithic finish complete in all respects. |
| 549 | Supply & Fixing of door frames (Chowkaths) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:13) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour), 3 each 100mm butt-hinges 2mm thick, 6 each M.S hold fast with split and tail welded to stiffner plate 200mm long, Reciever for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge. Door and window frame of size 113mm x 60mm x with 35mm wide single rebate weighing 3.38 kg/per Mtr |
| 550 | Supply & Fixing of door frames (Chowkaths) consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (base steel as per IS:13) with zinc of 120gm/sqm & Powder coated with pure Polyster powder upto 50 micrones (as per approved colour), 3 each 100mm butt-hinges 2mm thick, 6 each M.S hold fast with split and tail welded to stiffner plate 200mm long, Reciever for aldrop, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.60mm of approved shade, fixed in position, including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge. Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per Mtr. |
| 551 | Providing & fixing of Box type steel windows, made of various ERW section outter 60mm x 25mm central mullion 60mm x 25mm for shutter 50mm x 20mm having thickness of 1.25 mm (18 gauge) shash bar MS Tee 25mm x 3mm where reqired jointts mitred and electrically flash welded, with iron fittings including necessary iron handles, hinged cleat, tower bolts, iron hold fast and pinttle hinges complete (excluding glazing and wire guage) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note: Glazing, wire guage and grill will be paid as per respective items) |
| 552 | Wire gauge fixed on steel windows of standard roiled steel section with 3mm thick flat iron cover moulding of 12.5mm width, fixed with machine screws, complette in all respects. |
| 553 | Extra for providing & fixing steel Tube beading size 12mm x 12mm, 18 gauge of approved shape and section with screw for fixing of glass panes in stead of glazing clips and metal slash putty in steel doors, windows & ventilators complete in all respect |
| 554 | Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make, Glass panes 4mm thick above 0.40 sqm area. |
| 555 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 556 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code: II Revision IS-219 Part-I) 1971 Commercial with elm or gurjan facing on both/ Sides with laminated core and lipped edges: 35 mm thick |
| 557 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt) For shutter area above 0.50 sqm |
| 558 | Providing and fixing aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc complete: 300mm x 16mm |
| 559 | Cold twisted deformed (Ribbed/T or Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008 for R.C.C. works, where not including in the complete rate of RCC including bending and placing in position complete. |
| 560 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. |
| 561 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. |
| 562 | Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 563 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two coats to get required finish. |
| 564 | Applying priming coat with cement primer in all shade on newly plastered or concette exterior surface |
| 565 | Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two coats) |
| 566 | Providing surface treatment to external/internal wall with water resistant grade, anti fungal, anti rusting, antifoaming, high percentage acrylic binder washable surface with two coats to be provided with spatula over one coat cement primer including preparation of surface with water resistant grade match colour complete as per specifications and to the entire satisfaction of Engineer-in-Charge |
| 567 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeeding 2.0 Mtrs depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtrs. |
| 568 | Cement Concrete 1:8:16 with 40mm guage stone aggregate mixing by mechanical means using concrete mixer volumetric type |
| 569 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 570 | Earth filling under floors with surplus soil containing more than 40% gravel or kankar excavated from foundation & taken only from outside the building plinth in 15 cm layers including ramming watering and consolidation lead upto 30 Mtrs |
| 571 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate and 100mm sand filling (Using mechanical mixer for mixing of material) |
| 572 | Conglomerate floor 40mm thick cement concrette topping 1:2:4 (Using mechanical mixer for mixing of material) |
| 573 | 12.5 mm thick cement plaster 1:5 complete |
| 574 | Construction of Check Post with Toilet for Main Campus Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 Mtrs depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtrs. |
| 575 | Cement concrete 1:5:10 with 40 mm gauge stone ballast. using concrete mixing volumetric type |
| 576 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 577 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. Door Lintel |
| 578 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. Ground Floor (list level) |
| 579 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. Shelves |
| 580 | Centering and shuttering for foundation. Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 581 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 582 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 583 | Damp proof course 4 cm thick of cement concrete 1 : 2 : 4 with 2 coats of bitument 20/30 penetration at 1.65 kg per Sqm laid hot and sanded. |
| 584 | First Class burnt brick work laid in cement sand mortar 1 : 6 in foundation and plinth |
| 585 | First Class burnt brick work laid in cement sand mortar 1 : 6 in first storey upto 4 Mtrs above plinth level. G Floor |
| 586 | First Class burnt brick work laid in cement sand mortar 1 : 6 in first storey upto 4 Mtrs above plinth level. First Floor |
| 587 | Extra rate for First Floor |
| 588 | 12.5 mm thick cement plaster 1 : 5. |
| 589 | 20 mm thick cement plaster 1 : 5 in two coats work. |
| 590 | 12.5 mm thick cement plaster 1 : 4 |
| 591 | 20mm thick cement plaster 1:4 in two coat work. |
| 592 | Bearing plaster of 10 mm thick cement plaster 1:3 cement sand finished with a floating coat of neat cement and thick coat of lime wash/POP on top of walls when dry for bearing of RCC slabs and beams. |
| 593 | Plastering on underside of ceiling 10 mm thick cement plaster 1:4 |
| 594 | Providing and fixing 110 mm dia SWR U.P.V.C Rain water pipe (ring fitted type-A) as per IS:13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in-charge. (If fixed on wall face clamp to be paid separatly as per respective item) |
| 595 | Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge. |
| 596 | Providing and fixing 110 mm dia SWR U.P.V.C Couplint/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge. |
| 597 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. |
| 598 | Providing and fixing in position gratings 150mm x 150mm on top khura PVC grating |
| 599 | Bottom Khurra on ground 1.2m x 0.6m. consisting of brick on edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3. |
| 600 | Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 25 mm mud plaster, 75 mm mud filling on another layer of 25 mm mud plaster including two coats of bitumen laid hot @ 1.65 kg. per Sqm on top of R.C.C slab including grouting with cement |
| 601 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 602 | 20 mm thick cement plaster in damp proof course 1:3 with two coats of bitumen 1.65kg. per Sqm hot laid and sanded. Vertical |
| 603 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15cm layers including ramming, watering and consolidating lead upto 30 Mtrs. |
| 604 | Base Course of floor consisting of 100mm thick cement concrete 1:8:16 and 100mm sand filling |
| 605 | Kota stone slab 20-25 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 606 | Kotah stone tile 20mm thick in skirting, riser of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 Cement and 3 Sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing |
| 607 | Coloured Granite stone tiles 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps. |
| 608 | Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thicksteel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge. Door and window frame of size 113mm x 60mm x with 35mm wide single rebate weighing 3.38 kg/per Mtr |
| 609 | Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thicksteel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge. Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per Mtr. |
| 610 | Providing & fixing of Box type steel windows, made of various ERW section outter 60mm x 25mm central mullion 60mm x 25mm for shutter 50mm x 20mm having thickness of 1.25 mm (18 gauge) shash bar MS Tee 25mm x 3mm where reqired jointts mitred and electrically flash welded, with iron fittings including necessary iron handles, hinged cleat, tower bolts, iron hold fast and pinttle hinges complete (excluding glazing and wire guage) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note: Glazing, wire guage and grill will be paid as per respective items) |
| 611 | Wire gauge fixed on steel windows of standard roiled steel section with 3mm thick flat iron cover moulding of 12.5mm width, fixed with machine screws, complette in all respects. |
| 612 | Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make, Glass panes 4mm thick above 0.40 sqm area. |
| 613 | Extra for providing & fixing steel Tube beading size 12mm x 12mm, 18 gauge of approved shape and section with screw for fixing of glass panes in stead of glazing clips and metal slash putty in steel doors, windows & ventilators complete in all respect |
| 614 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 615 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973, Commercial with elm or gurjan facing on both\sides with laminated core and lipped edges:- 35mm Thick |
| 616 | Providing and fixing aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete: 300mm x 16mm |
| 617 | Providing and fixing 0.50mm thick aluminium sheet including cost of necessary fittings i.e. screws, etc. complete |
| 618 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt) For shutter area above 0.50 sqm |
| 619 | Cold twisted deformed (Ribbed/Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C. works, where not including in the complete rate of RCC including bending and placing in position complete |
| 620 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two coats to get required finish. |
| 621 | Applying priming coat with cement primer in all shade on newly plastered or concette exterior surface |
| 622 | Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two coats) |
| 623 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linsered oil, Varmish, and Chalk mitti including finishing surface to required finish complete. |
| 624 | Applying pink primer or aluminium priming coat on wood work including preparation of surface knotting and stopping etc. |
| 625 | Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 626 | Providing surface treatment to external /internal wall with water resistant grade. anti fungal, antifoaming, high percentage acrylic binder washable surface with two coats to be provided with spatula over one coat cement primer including preparation of surface with water resistant grade match colour complete as per specifications and to the entire satisfaction of Engineer-in-charge. |
| 627 | Earth work in excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 Mtrs depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtrs. |
| 628 | Cement Concrete 1:8:16 with 40mm guage stone aggregate using concrete mixing volumetric type |
| 629 | First Class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth |
| 630 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taken only from outside the premises laying in plinth in 15 cm layers including ramming. watering and consolidating including all leads. |
| 631 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate and 100mm sand filling (Using mechanical mixer for mixing of material) |
| 632 | Conglomerate floor 40mm thick cement concrete topping 1:2:4 (using mechanical mixer for mixing of material). |
| 633 | 12.5mm thick cement plaster 1:5 complete in all respect as per specification of Engineer-in-charge. |
| 634 | Dismantling of existing old building/ structures Building each 1 (Dismantling)Removing doors and windows together with the dismantling of walls. Doors |
| 635 | Removing doors and windows together with the dismantling of walls. Windows |
| 636 | Dismantling of roofing Second class mud roofing |
| 637 | Removing wood work from roof |
| 638 | Removing R C battens from roofs. |
| 639 | Removing R S beams from structures or truses. |
| 640 | Dismantling brick work tile masonary or tile lining in Cement. |
| 641 | Dismantling brick work tile masonary or tile lining.(Dismantling dry brick work) |
| 642 | Building each 2 (Dismantling) Removing doors and windows together with the dismantling of walls. Doors |
| 643 | Removing doors and windows together with the dismantling of walls. Window |
| 644 | Jack arch roofing excluding joists of terraced roofing. |
| 645 | Removing R S beams from structures or truses. |
| 646 | Dismantling brick work tile masonary or tile lining in Cement. |
| 647 | Dismantling cement conglomerate floors (25mmto 50mm) thick including concrete base. |
| 648 | Building each 3 (Dismantling)Removing doors and windows together with the dismantling of walls. Doors |
| 649 | Removing doors and windows together with the dismantling of walls. Window |
| 650 | Removing doors and windows together with the dismantling of walls. Ventilator |
| 651 | Dismantling of roofing Second class mud roofing |
| 652 | Removing R C battens from roofs. |
| 653 | Jack arch roofing excluding joists of terraced roofing. |
| 654 | Removing R S beams from structures or truses. |
| 655 | Dismantling brick work tile masonary or tile lining in Cement. |
| 656 | Dismantling cement conglomerate floors (25mmto 50mm) thick including concrete base. |
| 657 | Building each 4 (Dismantling) Removing doors and windows together with the dismantling of walls. Doors |
| 658 | Removing doors and windows together with the dismantling of walls. Windows |
| 659 | Jack arch roofing excluding joists of terraced roofing. |
| 660 | Removing R S beams from structures or truses. |
| 661 | Dismantling brick work tile masonary or tile lining in Cement. |
| 662 | Dismantling cement conglomerate floors (25mmto 50mm) thick including concrete base. |
| 663 | Building each 5 (Dismantling)Jack arch roofing excluding joists of terraced roofing. |
| 664 | Removing R S beams from structures or truses. |
| 665 | Dismantling brick work tile masonary or tile lining in Cement. |
| 666 | Dismantling cement conglomerate floors (25mmto 50mm) thick including concrete base. |
| 667 | Building each 6 (Dismantling)Removing doors and windows together with the dismantling of walls. Doors |
| 668 | Removing doors and windows together with the dismantling of walls. Ventilator |
| 669 | Jack arch roofing excluding joists of terraced roofing. |
| 670 | Dismantling of roofing Second class mud roofing |
| 671 | Removing wood work from roof |
| 672 | Removing R S beams from structures or truses. |
| 673 | Dismantling brick work tile masonary or tile lining in Cement. |
| 674 | Dismantling cement conglomerate floors (25mmto 50mm) thick including concrete base. |
| 675 | Building each 7 (Dismantling)Removing doors and windows together with the dismantling of walls. |
| 676 | Jack arch roofing excluding joists of terraced roofing. |
| 677 | Removing R S beams from structures or truses. |
| 678 | Dismantling brick work tile masonary or tile lining in Cement. |
| 679 | Dismantling cement conglomerate floors (25mmto 50mm) thick including concrete base. |
| 680 | Building each 8 (Dismantling)Removing doors and windows together with the dismantling of walls. Doors |
| 681 | Removing doors and windows together with the dismantling of walls. Windows |
| 682 | Jack arch roofing excluding joists of terraced roofing. |
| 683 | Removing R S beams from structures or truses. |
| 684 | Dismantling brick work tile masonary or tile lining in Cement. |
| 685 | Dismantling cement conglomerate floors (25mmto 50mm) thick including concrete base. |
| 686 | Building each 9 (Dismantling)Removing doors and windows together with the dismantling of walls. |
| 687 | Jack arch roofing excluding joists of terraced roofing. |
| 688 | Removing R S beams from structures or truses. |
| 689 | Dismantling brick work tile masonary or tile lining in Cement. |
| 690 | Dismantling cement conglomerate floors (25mmto 50mm) thick including concrete base. |
| 691 | Building each 10 (Dismantling)Removing doors and windows together with the dismantling of walls. Doors |
| 692 | Removing doors and windows together with the dismantling of walls. Window |
| 693 | Removing doors and windows together with the dismantling of walls. Ventilator |
| 694 | Dismantling of roofing Second class mud roofing |
| 695 | Removing R C battens from roofs. |
| 696 | Removing R S beams from structures or truses. |
| 697 | Dismantling brick work tile masonary or tile lining in Cement. |
| 698 | Dismantling cement conglomerate floors (25mmto 50mm) thick including concrete base. |
| 699 | Building each 11 (Dismantling)Jack arch roofing excluding joists of terraced roofing. |
| 700 | Removing R S beams from structures or truses. |
| 701 | Dismantling brick work tile masonary or tile lining in Cement. |
| 702 | Dismantling cement conglomerate floors (25mmto 50mm) thick including concrete base. |
| 703 | Building each 12 (Dismantling)Removing doors and windows together with the dismantling of walls. doors |
| 704 | Removing doors and windows together with the dismantling of walls. Window |
| 705 | Jack arch roofing excluding joists of terraced roofing. |
| 706 | Removing R S beams from structures or truses. |
| 707 | Dismantling brick work tile masonary or tile lining in Cement. |
| 708 | Dismantling cement conglomerate floors (25mmto 50mm) thick including concrete base. |
| 709 | Building each 13 (Dismantling)Removing doors and windows together with the dismantling of walls. Doors |
| 710 | Removing doors and windows together with the dismantling of walls. Window |
| 711 | Removing doors and windows together with the dismantling of walls. Clerestory windows |
| 712 | Dismantling Jack arch roofing excluding joists of terraced roofing. |
| 713 | Removing R S beams from structures or truses. |
| 714 | Dismantling brick work tile masonary or tile lining in Cement. |
| 715 | Dismantling brick work tile masonary or tile lining.(Dismantling dry brick work) |
| 716 | Building each 14 (Dismantling)Removing doors and windows together with the dismantling of walls. Doors |
| 717 | Removing doors and windows together with the dismantling of walls. Window |
| 718 | Dismantling of roofing Second class mud roofing |
| 719 | Jack arch roofing excluding joists of terraced roofing. |
| 720 | Removing wood work from roof |
| 721 | Removing R S beams from structures or truses. |
| 722 | Dismantling brick work tile masonary or tile lining in Cement. |
| 723 | Dismantling cement conglomerate floors (25mmto 50mm) thick including concrete base. |
| 724 | Credit of Old material Building each 1 (Credit)Removing of doors and windows together with the dismantling of walls. Credit against Old Doors |
| 725 | Removing of doors and windows together with the dismantling of walls. Credit against Old Window |
| 726 | Dismantling of roofing Second class mud roofing. Credit against Old Tiles |
| 727 | Dismantling of roofing Second class mud roofing. Credit against Old Tile Bats |
| 728 | Removing wood work from roof. Credit against Old Wooden battens |
| 729 | Removing R C battens from roofs. Credit against Old RC Battens |
| 730 | Removing R S beams from structures or truses. Credit against Old RS Beams |
| 731 | Dismantling brick work tile masonary or tile lining in Cement. Credit against old Bricks |
| 732 | Dismantling brick work tile masonary or tile lining in Cement. Credit of Brick Bats |
| 733 | Building each 2 (Credit) Removing of doors and windows together with the dismantling of walls. Credit against Old Doors |
| 734 | Removing of doors and windows together with the dismantling of walls.Credit against Old Window |
| 735 | Dismantling of tile terracing. Credit against Old Tiles |
| 736 | Dismantling of tile terracing. Credit against Old Tile Bats |
| 737 | Removing R S beams from structures or truses. |
| 738 | Dismantling brick work tile masonary or tile lining in Cement. Credit against old Bricks |
| 739 | Dismantling brick work tile masonary or tile lining in Cement. Credit of Brick Bats |
| 740 | Building each 3 (Credit) Removing of doors and windows together with the dismantling of walls. Credit against Old Doors |
| 741 | Removing of doors and windows together with the dismantling of walls. Credit against Old Window |
| 742 | Removing of doors and windows together with the dismantling of walls. Credit against Old Ventilator |
| 743 | Dismantling of roofing Second class mud roofing. Credit against Old Tiles |
| 744 | Dismantling of roofing Second class mud roofing. Credit against Old Tile Bats |
| 745 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tiles |
| 746 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tile Bats |
| 747 | Removing R C battens from roofs. |
| 748 | Removing RS beams from structures or truses. |
| 749 | Dismantling brick work tile masonary or tile lining in Cement. Credit against old Bricks |
| 750 | Dismantling brick work tile masonary or tile lining in Cement. Credit of Brick Bats |
| 751 | Building each 4 (Credit) Removing of doors and windows together with the dismantling of walls. Credit against Old Doors |
| 752 | Removing of doors and windows together with the dismantling of walls. Credit against Old Windows |
| 753 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tiles |
| 754 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tile Bats |
| 755 | Removing RS beams from structures or truses. |
| 756 | Dismantling brick work tile masonary or tile lining in Cement. Credit against old Bricks |
| 757 | Dismantling brick work tile masonary or tile lining in Cement. Credit of Brick Bats |
| 758 | Building each 5 (Credit) Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tiles |
| 759 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tile Bats |
| 760 | Removing RS beams from structures or truses. Credit against Old RS beams |
| 761 | Dismantling brick work tile masonary or tile lining in Cement. Credit against old Bricks |
| 762 | Dismantling brick work tile masonary or tile lining in Cement. Credit of Brick Bats |
| 763 | Building each 6 (Credit) Removing of doors and windows together with the dismantling of walls. Credit against Old Doors |
| 764 | Removing of doors and windows together with the dismantling of walls. Credit against Old Ventilators |
| 765 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tiles |
| 766 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tile Bats |
| 767 | Dismantling of roofing Second class mud roofing. Credit against Old Tiles |
| 768 | Dismantling of roofing Second class mud roofing. Credit against Old Tile Bats |
| 769 | Removing wood work from roof. Credit against Old Wooden battens |
| 770 | Removing RS beams from structures or truses. Credit against Old RS beams |
| 771 | Dismantling brick work tile masonary or tile lining in Cement. Credit against old Bricks |
| 772 | Dismantling brick work tile masonary or tile lining in Cement. Credit of Brick Bats |
| 773 | Building each 7 (Credit) Removing of doors and windows together with the dismantling of walls. Credit against Old Doors |
| 774 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tiles |
| 775 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tile Bats |
| 776 | Removing RS beams from structures or truses. Credit against Old RS beams |
| 777 | Dismantling brick work tile masonary or tile lining in Cement. Credit against old Bricks |
| 778 | Dismantling brick work tile masonary or tile lining in Cement. Credit of Brick Bats |
| 779 | Building each 8 (Credit) Removing of doors and windows together with the dismantling of walls. Credit against Old Doors |
| 780 | Removing of doors and windows together with the dismantling of walls. Credit against Old Windows |
| 781 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tiles |
| 782 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tile Bats |
| 783 | Removing RS beams from structures or truses. Credit against Old RS beams |
| 784 | Dismantling brick work tile masonary or tile lining in Cement. Credit of old Bricks |
| 785 | Dismantling brick work tile masonary or tile lining in Cement. Credit of Brick Bats |
| 786 | Building each 9 (Credit) Removing of doors and windows together with the dismantling of walls. Credit against Old Doors |
| 787 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tiles |
| 788 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tile Bats |
| 789 | Removing RS beams from structures or truses. Credit against Old RS beams |
| 790 | Dismantling brick work tile masonary or tile lining in Cement. Credit against old Bricks |
| 791 | Dismantling brick work tile masonary or tile lining in Cement. Credit of Brick Bats |
| 792 | Building each 10 (Credit) Removing of doors and windows together with the dismantling of walls. Credit against Old Doors |
| 793 | Removing of doors and windows together with the dismantling of walls. Credit against Old Window |
| 794 | Removing of doors and windows together with the dismantling of walls.Credit against Old Ventilator |
| 795 | Dismantling of roofing Second class mud roofing Credit against Old Tiles |
| 796 | Dismantling of roofing Second class mud roofing Credit against Old Tile Bats |
| 797 | Removing R C battens from roofs. |
| 798 | Removing RS beams from structures or truses. Credit against Old RS beams |
| 799 | Dismantling brick work tile masonary or tile lining in Cement. Credit against old Bricks |
| 800 | Dismantling brick work tile masonary or tile lining in Cement. Credit of Brick Bats |
| 801 | Building each 11 (Credit) Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tiles |
| 802 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tile Bats |
| 803 | Removing RS beams from structures or truses. |
| 804 | Dismantling brick work tile masonary or tile lining in Cement. Credit against old Bricks |
| 805 | Dismantling brick work tile masonary or tile lining in Cement. Credit of Brick Bats |
| 806 | Building each 12 (Credit) Removing of doors and windows together with the dismantling of walls. Credit against Old Doors |
| 807 | Removing of doors and windows together with the dismantling of walls. Credit against Old Window |
| 808 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tiles |
| 809 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tile Bats |
| 810 | Removing RS beams from structures or truses. |
| 811 | Dismantling brick work tile masonary or tile lining in Cement. Credit against old Bricks |
| 812 | Dismantling brick work tile masonary or tile lining in Cement. Credit of Brick Bats |
| 813 | Building each 13 (Credit) Removing of doors and windows together with the dismantling of walls. Credit against Old Doors |
| 814 | Removing of doors and windows together with the dismantling of walls. Credit against Old Window |
| 815 | Removing of doors and windows together with the dismantling of walls. Credit against Old Ventilator |
| 816 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tiles |
| 817 | Dismantling Jack arch roofing excluding joists of terraced roofing. Credit against Old Tile Bats |
| 818 | Removing R S beams from structures or truses. Credit against Old RS beams |
| 819 | Dismantling brick work tile masonary or tile lining in Cement. Credit against old Bricks |
| 820 | Dismantling brick work tile masonary or tile lining in Cement. Credit of Brick Bats |
| 821 | Building each 14 (Credit) Removing of doors and windows together with the dismantling of walls. Credit against Old Doors |
| 822 | Removing of doors and windows together with the dismantling of walls. Credit against Old Window |
| 823 | Dismantling of roofing Second class mud roofing. Credit against Old Tiles |
| 824 | Dismantling of roofing Second class mud roofing. Credit against Old Tile Bats |
| 825 | Removing wood work from roof. Credit against Old Wooden battens |
| 826 | Removing R S beams from structures or truses. Credit against Old RS beams |
| 827 | Dismantling brick work tile masonary or tile lining in Cement. Credit against old Bricks |
| 828 | Dismantling brick work tile masonary or tile lining in Cement. Credit of Brick Bats |
| 829 | Construction of B/Wall , Roads, Footpaths etc Earth Work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 Mtrs depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtrs. |
| 830 | Cement Concrete 1:5:10 with 40mm gauge stone aggregate using mechanical mixer. |
| 831 | First Class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth complete in all respect as per specification, drawing and to the entire satisfication of Engineer-in-charge. |
| 832 | Reinforced cement concrete M-25mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. Footings Columns |
| 833 | Reinforced cement concrete M-25mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. Columns |
| 834 | Reinforced cement concrete M-25mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. Plinth Beam |
| 835 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 836 | Centring and shuttering for columns (Square or rectangular or poly gonal in plain) |
| 837 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 838 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Column |
| 839 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Tie Beam |
| 840 | Cold twisted deformed (Ribbed/Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 841 | Providing and laying in super structure for first storey factory made with vibro-hydraulic compaction machine precast Hollow block of cement concrete setting in position with cement mortar 1:3 (1 cement:3 course sand ) including cost of hosting, centering and shuttering complete as per IS:2185 (Part-1): 2005. |
| 842 | Plastering on walls 6 mm thick cement plaster 1:4 |
| 843 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 844 | Iron grated doors, including pintle hinges and arrangements. |
| 845 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two coats to get required finish |
| 846 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 847 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 848 | Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. with ordinary quality paint |
| 849 | Construction of Embankment with Good Quality Earth obtained from Borrowpits Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications |
| 850 | Cement concrete 1:5:10 with 40mm gauge stone ballast. using concrete mixing volumetric type |
| 851 | Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications |
| 852 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge |
| 853 | Extra Cost for using darker fast shade for interlocking pavers Tiles of any shape & thickness instead of grey colours. |
| 854 | Plain cement concrete M-20 grade precast kerb 250mm high with bottom width 165mm and top width 115mm fixed in position including carriage to site of work complete as per technical clause 408 of MORT&H specifications |
| 855 | Base Course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate and 100mm sand filling (Using mechanical mixer for mixing of material) |
| 856 | Providing and laying 50 mm thick factory made cement concrete interlocking paver block of M-30 grade machine made rubber moulded smoothfinish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge |
| 857 | Extra Cost for using darker fast shade for interlocking pavers Tiles of any shape & thickness instead of grey colours. |
| 858 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface. |
| 859 | Painting two or more coats with synthetic enamel paints in all shades on old wood work or metallic or plastered or concrete surface to give an even shade including rubbing down old paint. |
| 860 | Public Health Works Internal Sewrage System Providing and fixing in position SWR UPVC soil waste vent or antisyphonage pipes as per IS - 13592 of approved make (to the approval of Engineer-in-charge ) including cutting, jointing, wastage, but excluding cost of lead jointing. 110mm o/d SWR UPVC pipe line laid complete 110mm o/d SWR UPVC pipe line laid complete |
| 861 | 90mm o/d SWR UPVC pipe line laid complete |
| 862 | Providing and fixing in position SWR UPVC specials for soil waste vent or anti syphonage pipes as per as per IS-14735 of approved make (to the approval of Engineer-in-charge) including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead joining. For 110mm o/d pipes Single Tee with door |
| 863 | Bend With Door (Door elbow) |
| 864 | Elbow 90 Degree (All side socketed) |
| 865 | Cowls |
| 866 | Coupler |
| 867 | P trap/Floor trap 110mmx110mm |
| 868 | Providing and fixing in position SWR UPVC specials for soil waste vent or anti syphonage pipes as per as per IS-14735 of approved make (to the approval of Engineer-in-charge) including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead joining. For 90mm o/d pipes Single junction with door |
| 869 | Bend With Door |
| 870 | Elbow 90 degree (all side socket) |
| 871 | Cowls |
| 872 | Coupler |
| 873 | Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm. 100mm internal DiaMtr S.W.gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. And frame clear opening 300mm x 300mm and out of side size 330mm x 330mm |
| 874 | Construction of brick masonry inspection chambers size as given below upto 0.60 Mtr average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design. 450mm x 600mm inside with 455mm x 610mm cover and frame medium duty double seal |
| 875 | Construction of brick masonry inspection chambers size as given below upto 0.60 Mtr average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design. 600mm x 900mm inside with 455mm x 455mm cover and frame medium duty double seal |
| 876 | Extra for every 0.30 Mtr depth of inspection chamber. 600mm x 900mm inside |
| 877 | Internal Water Supply System CONCEALED IN WALL: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-in Charge), having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing including jointing of pipes &fittings, with one step CPVC solvent cement and testing of pipes complete as per direction of Engineer-in-Charge. SDR 11 CPVC pipes & fitting 20mm o/d |
| 878 | CPVC SDR 11 pipe & fitting 25mm o/d |
| 879 | CPVC SDR 11 pipe & fitting 32mm o/d |
| 880 | CPVC SDR 11 pipe & fitting 50mm o/d |
| 881 | Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes lines and making good the same to its original condition. Size 75mm x 75mm |
| 882 | Cutting holes upto 23cm square through B.B. in cement walls or stone masonary wall in cement for pipes, and making good the same & finishing according to existing finish where required. Through wall 22.86 cm thick |
| 883 | Providing, fixing and jointing CPVC Union Coupling ( of approved make with the approval EIC) CPVC pipe lines complete in all respects. 20mm o/d CPVC Union |
| 884 | 25mm o/d CPVC Union |
| 885 | 50mm o/d CPVCUnion |
| 886 | Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe linesincluding all carriages complete. 25mm i/d Brass Ball valves |
| 887 | Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe linesincluding all carriages complete. 40mm i/d Brass Ball valves |
| 888 | Providing and fixing in position automatic brass Ball Cock in tanks. Brass Ball Cock with rod and PlasticBall 25mm i/d |
| 889 | Providing 1SI Marked G.M ferrule as per IS:2692, drilling and tapping cast iron pipe lines of all diaMtrs and screwing in Ferrule and connections complete in all respect. 25mm i/d Ferrule heavy duty |
| 890 | Sanitary Installation Providing and fixing in position ChinawareEuropean type water closet P trap or S trap of approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern ISI marked, PVC short bend 32 mm dia including cost of seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge. |
| 891 | Providing and fixing in position Chinaware extended wall mounted E. W.C. type suite (size 66 x 46 x 77.5 cm ) with P trap or S trap of approved make (to the approval of the Engineer-in-charge) with or without 10 ltr. chinaware matching flushing cistern and seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge. Chinaware extended wall mounted E.W.C with matching chinaware cistern and seat cover complete in all respect. |
| 892 | Providing and fixing jet spray with 2'-.6\\" long PVC Pipe With PTMT nut |
| 893 | Providing & Fixing in position CP. Brass hexa Nipple 15mm of approved make ( to the approval of Engineer-in-Charge) complete in all respect |
| 894 | Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) consisting of C.P. brass waste 32mm dia with one C.P. brass pillar tap including Rack BoltScrew Pair 115mm long complete in all respect. Size 550 mm x 400 mm x 815 mm |
| 895 | Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) consisting of C.P. brass waste 32mm dia with one C.P. brass pillar tap including Rack BoltScrew Pair 115mm long complete in all respect. 49 cm dia (above counter round) |
| 896 | Providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 897 | Providing and fixing vitreous chinaware pedestal of approved make (to the approval of Engineer-in-charge) for wash hand basin complete in all respect. Vitreous chinaware standard white pedestal for wash hand basin. |
| 898 | Providing and fixing in position stainless steel sinks of approved make ( to the approval of Engineer-in-charge) 1mm thick, grade-304 (18/8) with waste coupling complete in all respect. Rectangular Sink with Deluxe Border Single Bowl Overall Size 700 mm x 555 mm x 230 mm |
| 899 | Providing & fixing in position PVC flexible tube connection of approved make (to the approval of Engineer-in-charge ) complete in all respect. PVC tube connection of size 15 mm x 375 mm with PTMT nut |
| 900 | Providing and fixing PVC waste pipe collapsiable 32mm dia complete in all respect. |
| 901 | Providing and fixing in position CP. Brass, bottle trap 32mm dia with 40mm seal of approved make (to the approval of Engineer-in-charge) complete in all respect. |
| 902 | Providing and fixing in position CP. Brass soap dish of approved make (to the approval of Engineer-in-charge) fixed into wall with rawl plugs and CP brass screws complete in all respects. |
| 903 | Providing and fixing in position towel rails / ring of approved make (to the approval of Engineer-in charge ) fixed in with rawl plugs embedded in walls with brass screws complete in all respect CP. Brass towel rails size 15mm dia 610mm long |
| 904 | Providing & Fixing in postion 15 mm i/d bib cock A of approved make (to the approval of Engineer-in-charge }complete in all respect.C.P. brass Bib cock long eache/ long body foam flow without flange |
| 905 | Providing & Fixing in postion 15 mm i/d bib cock A of approved make (to the approval of Engineer-in-charge }complete in all respect. CP brass bib cock foam flow without flange |
| 906 | Providing & Fixing in postion stop cock / Angle valve of approved make (to the approval of Engineer-in-charge ) complete in all respect. C.P.brass 15mm Angle valve without flange |
| 907 | Providing & Fixing in postion stop cock / Angle valve of approved make (to the approval of Engineer-in-charge ) complete in all respect. CP brass 15mm concealed stop cock with flange |
| 908 | Providing & Fixing in position C.P. Brass flange Dome of approved make (to the approval of Engineer-in-charge ) under various fixtures complete in all respect. |
| 909 | Providing & Fixing in position C.P. Brass extension piece 25mm long to 50mm long of approved make (to the approval of Engineer-in- charge )with various fixtures complete in all respect |
| 910 | Providing & Fixing in position 5mm thick bevelled edge mirror of superior glass (of approved make) complete with 4mm thick hard board backing fixed in with rawl plugs 50mm, C.P. brass screws and washers and S/S Studs on top complete in all respect (as required by the Engineer-in- Charge) Size 600mmx450mm |
| 911 | Providing and fixing in position premium range CP. Brass fittings and accessories of approved make (to the approval of Engineer-in-Charge) complete in all respect. Note To be provided only for VIP installations and with prior apprval of the Engineer-in-Charge. CP brass wall mixer with Non telephonic shower arrangement |
| 912 | CP. Brass 3-hole basin mixer without popup waste system |
| 913 | CP brass sink mixer with swinging spout. (wall mounted) |
| 914 | CP brass toilet roll holder with flap |
| 915 | CP. Brass soap dish holder with glass dish |
| 916 | CP brass glass shelf 600mm long |
| 917 | CP brass towel rack 600mm long with lower hangers |
| 918 | C.P. Brass towel rail size 600mm long |
| 919 | C.P. brass overhead shower Φ180mm round shape single flow with shower arm with 20mm i/d Inlet and 300mm long round shape with 900 bend with flange. |
| 920 | Providing & fixing in position CP./Aluminium Khunti of approved make(to the approval of Engineer-in-charge) fixed into wall with CP. brass screws and raw) plugs etc. complete in all respects. CP. Brass khunti with 6 pegs |
| 921 | Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer -in-charge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over fin pipes but without fittings and base support for tank. Triple Layer Tanks |
| 922 | Providing and fixing iin position automatic brass ball cock in tanks. Brass Ball Cock with rod and Plastic Ball 40mm i/d |
| 923 | Providing and fixing in position G.I Tank Nipple of approved make ( to the approval of Engineer-in-Charge) in PVC water storage tanks complete in all respects. G.I tank nipple 25mm i/d |
| 924 | Providing and fixing in position G.I Tank Nipple of approved make ( to the approval of Engineer-in-Charge) in PVC water storage tanks complete in all respects. G.I tank nipple 40mm i/d |
| 925 | Providing and installing in position of domestic water pressure boosting pump of approved make (To the approval of Engineerin-charge) including all pump accessaries but excluding cost of G.I pipe & specials complete in all respects. Pressure pump of 0.5 HP with 2700 LPH, 35Mtr head with C.I pump & 19 litre capacity Tank |
| 926 | Providing and fixing in postion storage type automatic electric water heater pressure type thermostatically controlled, single phase wall mounted of approved make (to the approval of Engineer-in-charge) with thermostats, inner container of stainless steel, Inner glass lining with B-Rating minimum 3 stars complete with 1 Mtr three core flexible cord with plug, non return valve and pressure release valve complete including fixing and testing completein all respect. Vertical type 15 litre capacity water heater |
| 927 | Providing and fixing in postion storage type automatic electric water heater pressure type thermostatically controlled, single phase wall mounted of approved make (to the approval of Engineer-in-charge) with thermostats, inner container of stainless steel, Inner glass lining with B-Rating minimum 3 stars complete with 1 Mtr three core flexible cord with plug, non return valve and pressure release valve complete including fixing and testing completein all respect. Horizontal type 25 litre capacity water heater |
| 928 | Providing and fixing in position storage type instant geyser 3 ltr. capacity (to the approval of Engineer-in-charge) |
| 929 | Construction of Platform complete as per specification & as desired by Enginer-in-charge |
| 930 | Flooring & Wall TilesBase course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge and 100 mm fine sand fillingusing mechanical mixer for mixing of material |
| 931 | Screed of 50mm thick cement concrete 1:8:16 with stone aggregate to be laid below the topping. (Using Mechnical mixer for mixing of material) |
| 932 | Extra rate for first floor |
| 933 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg /sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/ sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 934 | Providing and laying Rectified Porcelin floor tiles 400x400mm or more (thickness to be specified by the manufacturer) of premium quality conforming to IS:15622 of approved make in all colours laid on 20mm thick bed of Cement Mortar 1:4 ( 1 Cement : 4 Fine sand) for new flooring or laid with cement based high polymer modified quick set tile adhesive (water based) of approved make IS 15477 marked using 5 Kg adhesive per Sqm of tile area in average 3mm thickness over existing floor, including pointing the joints with white cement and matching pigments etc., complete Ground Floor |
| 935 | Providing and laying Rectified Porcelin floor tiles 400x400mm or more (thickness to be specified by the manufacturer) of premium quality conforming to IS:15622 of approved make in all colours laid on 20mm thick bed of Cement Mortar 1:4 ( 1 Cement : 4 Fine sand) for new flooring or laid with cement based high polymer modified quick set tile adhesive (water based) of approved make IS 15477 marked using 5 Kg adhesive per Sqm of tile area in average 3mm thickness over existing floor, including pointing the joints with white cement and matching pigments etc., complete First Floor |
| 936 | Extra rate for First Floor |
| 937 | Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi att/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS :15622 (thickness to be specified by the manufacture of approved make in all colours,shades except burgundy, bottle green, black of size 300 x 300 mm as approved by Engineer-in Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Ground Floor |
| 938 | Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi att/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS :15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 300 x 300 mm as approved by Engineer-in Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. First Floor |
| 939 | Extra for First Floor |
| 940 | Estate Swerage Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings, including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching etc., fixing and maintenance of caution boards, fencing, refilling trenches watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. For depth not exceeding 3m. B.G.L |
| 941 | Cement concrete 1:8:16 with 40mm gauge stone aggergate. |
| 942 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS: 15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradeients, cutting and jointing, testing for water tightness and making good the leakage and defects including cost of speicals (Specials and Solvent should be of same make as that of pipes) complete in all respects. 160mm o/d pipes |
| 943 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS: 15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradeients, cutting and jointing, testing for water tightness and making good the leakage and defects including cost of speicals (Specials and Solvent should be of same make as that of pipes) complete in all respects. 200mm o/d pipes |
| 944 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects. Inside size 75x120 cm with depth 120cm deep |
| 945 | Extra payable for every 0.30 m additional depth of manhole chamber in item 29.85 up to 1.80 m increase in depth. inside size 75x120cm |
| 946 | Estate Water Supply Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 Mtr including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 Mtr distance complete in all respects. Earth work upto 1.5 m depth for |
| 947 | Providing, stringing out, cutting, jointing and testing of IS marked D.I pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. D.I pipe as per IS 8329 DI-K7 80mm i/d pipe lines laid complete |
| 948 | Providing, stringing out, cutting, jointing and testing of IS marked D.I pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. D.I pipe as per IS 8329 DI-K7. 100mm i/d pipe lines laid complete |
| 949 | Supplying and laying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the prior approval of Engineer-in-charge), class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining scaffolding, tools and plants, ropes, guys, etc. complete in all respects. D.I specials upto 300mm i/d |
| 950 | Providing & fixing C.I/D.I flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts sluice valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer-in-Charge) Class PN-1 as per ISI 80mm i/d sluice valve flanged |
| 951 | Providing & fixing C.I/D.I flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts sluice valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer-in-Charge) 100mm i/d sluice valve flanged |
| 952 | Construction of masonary sluice valve chamber excluding sluice valve cover as per standard design & drawings of public Health Department. Size 0.9m x 0.9m |
| 953 | Providing & fixing C.I. indicating plates of size 100mm x 100mm for SV/FH including synthetic enammel paints letters in white enamel paint, fixing in the ground with angle iron of size 25x25x5mm, 230mm height from ground including concrete block complete in all respects as directed by Engineer-in-charge |
| 954 | Providing, fixing and jointing cast iron surface box for sluice valve, Air valve, fire hydrant etc. including all carriages complete. weight @ 3kg per box 3x3=9 kg |
| 955 | Providing and installing motor 0.5 HP alongwith assembly, inlcuding electrical connections complete in all respects. |
| 956 | Submersible Pump for washing cleaning & gardening Boring with casing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tubewell is lowered & tested, equipment as rquired such as hand boring machine and its accessory, transportation to site and vice versa etc. complete in all respects. Boring with 150mm i/d Hose pipe Upto 150m depth BGL |
| 957 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS : 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-Charge. 100 mm nominal size dia |
| 958 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-Charge. 100 mm nominal size dia |
| 959 | Supplying & fixing of well cap having thread to fix on housing pipe complete in all respect. 100 mm internal diaMtr |
| 960 | Development of tubewell with submersible pumping set |
| 961 | Supplying & fixing of M.S Clamp of size 100rnm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect. |
| 962 | Providing and installing submersible motor 1 HP alongwith assembly, electrical control panel, cable inlcuding electrical connections complete in all respects. |
| 963 | Submersible Cable 2.5mm |
| 964 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) B Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. 50mm i/d |
| 965 | Providing & installation of Automatic on/of controller make Boparai or its equivalent. |
| 966 | Water Purification System and Air Conditions Supply & installation of RO Water purification system, capacity 15 ltr. in built voltage stabilizer including installation etc. complete in all respect as approved and desired by the Engineer-in-charge at site. Make... EUREKA FORBES/Kent/Aqua Guard/ Water Mechanic - or its equivalent. (For Judge's Houses) |
| 967 | Supply & installation of RO Water purification system, capacity 10 ltr. in built voltage stabilizer, including installation etc. complete in all respect as approved and desired by the Engineer-in-charge at site. Make... EUREKA FORBES/Kent/Aqua Guard Water Mechanic- or its equivalent. (For Servant Quarter) |
| 968 | Providing and installing split type wall mounted air conditioner capacity 1.5 tonne Carrier / Hitachi/Daikin make with 5.00 KVA voltage stablizer, MCB arrangement for installing OD units on terrace including inlet and outlet copper tubes with proper insulation drainage arrangement cable link between ID unit OD units satnd for OD unit and concealing of copper pipes and drainage pipe withing building and installing charges complete in all respects. (Minimum 3 star) |
| 969 | Providing and installing split type wall mounted air conditioner capacity 2.0 tonne Carrier / Hitachi/Daikin make with 5.00 KVA voltage stablizer, MCB arrangement for installing OD units on terrace including inlet and outlet copper tubes with proper insulation drainage arrangement cable link between ID unit OD units satnd for OD unit and concealing of copper pipes and drainage pipe withing building and installing charges complete in all respects. (Minimum 3 star) |
| 970 | Electrical ServicesProviding Internal Electrical Installations RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES: Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge PVC conduit pipe 20mm/ 25mm dia. (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 100watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10Amp. Switches, 16/20Amp. switches with indicator etc. and covered with Frame Plate etc., PVC connector (For Fan Box and Call Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes (Four way PVC 1½\\" deep for walls and CI 3\\" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):- Wiring fan point (With fan box) |
| 971 | Wiring light point |
| 972 | Wiring call-bell point |
| 973 | Wiring 6Amp. wall socket point |
| 974 | Wiring 6Amp. Plug control comprising wall socket point |
| 975 | Wiring 16/20Amp. power plug control point |
| 976 | Wiring light point with double control switches. |
| 977 | PVC INSULATED FR COPPER CONDUCTOR CABLES: Supply and erection of PVC insulated FR single core Unsheathed copper conductor cable (ISI marked) suitable upto 1100 volts grade confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:- Overall size 1.5sq.mm (Un-sheathed) |
| 978 | Overall size 4sq.mm (Un-sheathed) |
| 979 | Overall size 10sq.mm (Un-sheathed) |
| 980 | PVC, HDPE PIPES & PVC FLEXIBLE PIPES: Supply & erection of PVC Conduit Pipes (ISI marked) as per IS9537:Part-III & HDPE pipes (ISImarked) as per IS:4984:1995 for wiring purposes including bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:- Heavy Gauge PVC Conduit Pipe 25mm dia. (Flushed) |
| 981 | Heavy Gauge PVC Conduit Pipe 32mm dia. (Flushed) |
| 982 | SHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR MCB's/ RCBO's/ RCCB's: Supply and erection of sheet metal Double Door Distribution Boards IP 43- IK09 metal door (dust protected) as per IS 8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, color- coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required each of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with provision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings) as per PWD General specifications including connections with suitable size of thimbles and bonding to existing earth etc:- SP&N Double Door Distribution Board 4 way each |
| 983 | SP&N Double Door Distribution Board 8 way each |
| 984 | TP&N Horizontal Double Door Distribution Board 4 way each |
| 985 | TP&N Horizontal Double Door Distribution Board 6 way each |
| 986 | Supply and erection of sheet metal double door vertical distribution boards IP 43-IK09 metal door (dust protected) as per IS:8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars for each phase, 2 each shrouded neutral bars, 2each earth bars, cement spill protector, color-coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required each of ways for mounting MCCB's as incomer and outgoings SP/TP miniature circuit breakers in the distribution board as per PWD General specifications including connections with suitable size of thimbles and bonding to existing earth etc.:- TP&N Double Door Vertical DB's 4 way each (With provision of FP MCCB 160amp) |
| 987 | MINIATURE CIRCUIT BREAKERS/ RCBO's/ RCCB's: MINIATURE CIRCUIT BREAKERS: Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:- MCB Single Pole 6-32amp. (10kA, Curve-C) |
| 988 | MCB Double Pole 6-32amp. (10kA, Curve- C) |
| 989 | MCB Double Pole 40amp. (10kA, Curve-C) |
| 990 | MCB Triple Pole 40amp. (10kA, Curve-C) |
| 991 | MCB Four Pole 40amp. (10kA, Curve-C) |
| 992 | MCB Four Pole 50, 63amp. (10kA, Curve-C) |
| 993 | MCCB's (FOR PANELS & SHEET ENCLOSURE): Supply and erection of Moulded Case Circuit Breaker (Panel mounting Cubical type) in the existing Cubical Panel (confirm to IEC:60947-2) having Ics=100% Icu, 100% neutral with spreader terminal links, Extended rotary handle and relevant PWD general specifications complete with G.I. Bolts, Nuts & Connection on both sides of MCCB with suitable size of thimbles etc:- MCCB Four Pole 40amp., 415volts, ≥25kA Fixed Magnetic and Adjustable Thermal Setting |
| 994 | MCCB Four Pole 63/80/100amp., 415volts,≥25kA Fixed Magnetic and Adjustable Thermal Setting |
| 995 | MCCB Four Pole 125amp., 415volts, ≥25kA Fixed Magnetic and Adjustable Thermal Setting |
| 996 | MCCB Four Pole 400amp., 415volts, ≥36kA Microprocessor Based Adjustable Thermal and Magnetic Setting |
| 997 | XLPE INSULATED UN-ARMOURED CABLES (LOOSE): Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed Un-armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:- Overall size 10sq.mm (2Core) Un-armoured (Loose) |
| 998 | Overall size 25sq.mm (3½ Core) Un- armoured (Loose) |
| 999 | Overall size 16sq.mm (4Core) Un-armoured (Loose) |
| 1000 | XLPE INSULATED UN-ARMOURED CABLES (ON SURFACE): Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed Un-armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid (On Surface) as per PWD General Specifications:- Overall size 10sq.mm (2Core) Un-armoured (On-Surface) |
| 1001 | DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES: Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1Mtr below ground level including excavation placing the pipe in position and back filling with excavated soil etc. of the required size:- Double Walled Corrugated HDPE Pipe 50/38mm (Outer/ Inner dia.) |
| 1002 | COPPER EARTHING (Upto 8 Mtr in Length): Earthing with electrolytic Copper Tape rivetted (with 5each copper rivets)/Steel Nut & bolts (with 4each 32mm long, 8mm thick with washer and double nut) to 30cm x 120cm x 2mm thick copper plate (made cylindrical) burried 4.50 Mtr (14.76 feet) below ground level in the hole of excavation having bore dia. 125mm and surrounded by salt & charcoal dust mixture (20 kg.) including fixing the Copper Tape recessed in wall and in floor etc., up to 8Mtr in Length (including bore Length). G.I. pipe 20mm dia. (A-class), 3Mtr long should be laid in the hole of excavation 1 feet below ground level and having GI Reducer 50mm x 20mm with PVC Cap (For pouring water) fixed on the top level of the pipe. 300mm x 300mm x 300mm deep haudi of First class bricks finished with 1:4 cement plaster and haudi covered with cast iron lid having size 300mm x 300mm (Heavy) around the hole of excavation:- Earthing with 20mm x 3mm Copper Tape (upto 8Mtr in Length) |
| 1003 | COPPER EARTHING: 8 SWG COPPER EARTHING : Earthing with 8 SWG (4mm dia.) electrolytic copper wire thimbled (1each copper thimble with suitable size steel bolt, washers & double nut) with 30cm x 60cm x 2mm thick copper plate (made cylindrical) burried below ground level in the hole of excavation having bore dia. 125mm and surrounded by salt & charcoal dust mixture (20 kg.) including fixing the copper wire run through 20mm dia. G.I. pipe (A-Class) recessed in wall and in floor etc., up to suitable Length in Mtr (including bore Length). G.I. pipe 20mm dia. (A-class) of suitable Length should be laid in the hole of excavation 1 feet below ground level and having GI Reducer 50mm x 20mm with PVC Cap (For pouring water) fixed on the top level of the pipe. 300mm x 300mm x 300mm deep haudi of First class bricks finished with 1:4 cement plaster and haudi covered with cast iron lid having size 300mm x 300mm (Heavy) around the hole of excavation:- Earthing with 8 SWG (4mm dia.) copper wire thimbled with 30cm x 60cm x 2mm thick copper plate burried 10.50 Mtr (34.44 feet) below ground level (up to 14Mtr in Length) with G.I. pipe 20mm dia. (A-class), 9Mtr long |
| 1004 | BONDING TO EARTH WITH COPPER WIRE: Bonding to existing earth with copper wire in heavy gauge (1.6mm thick) welded conduit pipe with bends, junction boxes, steel hooks and MS saddle clamps including painting etc.:- Bonding with copper wire 8S.W.G. (4mm dia) in HGW conduit pipe 20mm dia. (Flushed) |
| 1005 | SUPPLY AND ERECTION OF WIRING ACCESSORIES: Supply and erection of switches, sockets and other accessories (flush piano type/ modular accessories) in the existing bakelite/ modular cover frame including fixing & connections and petty material etc.,:- Ceiling Rose (Flush Piano type) |
| 1006 | Bakelite Batten Holder (Large size) |
| 1007 | Supply and erection of G.I. Pipe (A- Class) Single arm bracket of suitable length to give a total overhang at a tentative angle of 100/105º, the bracket should be fixed on the existing surface/ wall with 2each MS flat clamp 25mm x 5mm, 30cm long and 4each fastner 10mm x 75mm long with two coats of an approved aluminium paint complete in all respect as approved by the Engineer- in-charge at site:- Single Arm Bracket 1 Mtr Long G.I. Pipe 40mm Dia. |
| 1008 | RECESSED COMPUTER SUPPLY TERMINAL POINTS (USED FOR HGW, PVC CONDUIT & HDPE PIPE WIRING SYSTEM WITH MODULAR ACCESSORIES): Wiring Computer supply terminal points recessed in wall etc., complete with powder coated/anodized concealed metal boxes required for suitable number of modules (Modular accessories) for having 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10/16/20Amp. Switches and blanking plate etc., and covered with Frame Plate and other petty material etc. including the cost of above material, cutting and filling up of chases (with finishing the surface):- Wiring Computer terminal point having 3 each 6Amp. 2/3 universal socket (shuttered), 1each 16/20Amp. universal Socket (shuttered), 2each 16/20Amp. switch with indicator and 2each blanking plate (Modular accessories). |
| 1009 | RECESSED AIR CONDITIONER SUPPLY TERMINAL POINT (USED FOR HGW, PVC CONDUIT & HDPE PIPE WIRING SYSTEM WITH MODULAR ACCESSORIES): Wiring air conditioner supply terminal point recessed in wall etc., complete with powder coated/anodized concealed metal boxes required for suitable number of modules (Modular accessories) for having 25Amp. combined/ universal Socket (shuttered) and modular motor starter 25Amp. (2Module), covered with Frame Plate and other petty material etc. including the cost of above material, cutting and filling up of chases (with finishing the surface):- Wiring AC supply terminal point having 1each 25Amp. universal Socket (shuttered) erected at AC height and 1each Motor starter 25Amp. erected at switchboard height. |
| 1010 | LT PANELS & MCCB's (MOULDED CASE CIRCUIT BREAKERS): LT PANELS: Designing, Supply, Erection, Testing & commissioning of indoor Type LT cubical panel enclosure (dust, vermin and interchangeable modules with facilites for extensions or reduction as per the space or requirments). The Panel shall be suitable for operation at 415+6% Volts, 50HZ, 3 phase 4 wire & earth system. The assembly manufacturer should be ISO approved and CPRI tested for short circuit of (minimum 50kA) as well as IP degree of protection (IP 54/55). LT Panel enclosure having space for 1each Incomer MCCB 250Amp. and 8each outgoing MCCB's 40amp. to 100amp. according to the requirement at site (Approx. size 1575 x 1700 x 400mm) |
| 1011 | LT Panel enclosure having space for 1each Incomer MCCB 400Amp. and 8each outgoing MCCB's 40amp. to 160amp. according to the requirement at site (Approx. size 1750 x 1750 x 400mm) |
| 1012 | Supply and erection of Recessed Mounted 36 Watt LED 2x2 panel (including constant LED driver) with CRCA sheet having efficacy of LED fixture minimunm 100 lumens per watt and operating voltage between 140 to 270 volt, THD <10% ingress protection IP20 (as per latest BIS standards) surge protection - 2.5 KV and above (as per IS/IEC standards) wattage of each low power LED less than 1 watt input AC frequency 50 Hz ± 3 % with 5 year warranty including there drivers complete along with erection of the same with connections, testing etc. complete in all respects as approved and desired by the Engineer-in-charge at site.LED Fitting as per Specifications approved by Hon. Tech. Advisor to CM Punjab vide Letter ION No:- AT/2021/GL/1410- 1422 Dated:- 06.05.2021. Besides this the lighting fixtures manufactures should have in house NABL accredited labortary. |
| 1013 | Supply and erection of LED batten 20 Watt LED (including constant LED driver) with High quality extruded aluminium with efficacy of LED fixture minimum 100 lumens per watt and operating voltage between 140 to 270 volt, THD <10% ingress protection IP20 (as per latest BIS standards) surge protection - 2.5 KV and above (as per IS/IEC standards) wattage of each low power LED less than 1 watt input AC frequency 50 Hz ± 3 % with 5 year warranty including there drivers complete along with erection of the same with connections, testing etc. complete in all respects as approved and desired by the Engineer-in-charge at site. LED Fitting as per Specifications approved by Hon. Tech. Advisor to CM Punjab vide Letter ION No: AT/2021/GL/1410-1422, Dated: 06.05.2021. Besides this the lighting fixtures manufactures should have in house NABL accredited laboratory |
| 1014 | Supply and erection of Ceiling Fan 1400mm (56\\") suitable for 230 V single phase with double ball bearing, copper wound, full aluminium body, 3each of blades, white in colour. The mounting type is down rod mount. The product should possess a minimum air deleivery of 218 CMM. The rated speed of the the product must be minimum of 350 revolutions per minute and 5eachof speeds. The approximate weight of the product should be 4Kg and 180gms.(without packing) or higher. The product should have a manufcaturer's guarantee /warranty of minimum 2 years. The product should be complete in all aspects with fan motor, bladeset, down rod, conopy set, shackle kit, twisted wire etc., including erection & testing of ceiling fan having connection with PVC insulated PVC sheathed two single core copper conductor (FR) cable 0.75 sq. mm complete in all respects as per satisfcation of the Engineer in-charge at site. |
| 1015 | Supply and erection of 3-Star rating AC Ceiling Fan 1200mm (48\\") suitable for 230 V single phase with double ball bearing, copper wound, full aluminium body, 3each of blades, white in colour. The mounting type is down rod mount. The product should possess a minimum air deleivery of 218 CMM. The rated speed of the the product must be minimum of 350 revolutions per minute and 5eachof speeds. The approximate weight of the product should be 4Kg and 180gms.(without packing) or higher. The product should have a manufcaturer's guarantee /warranty of minimum 2 years. The product should be complete in all aspects with fan motor, bladeset, down rod, conopy set, shackle kit, twisted wire etc., including erection & testing of ceiling fan having connection with PVC insulated PVC sheathed two single core copper conductor (FR) cable 0.75 sq. mm complete in all respects as per satisfcation of the Engineer in-charge at site. |
| 1016 | Supply and erection of Wall Fan 400 mm Swing 16 Inch. including flexible wire &petty material etc. complete in all respects as appd and desired by the Engineer in-charge at site. |
| 1017 | Supply and erection of Heavy duty Exhaust Fan 300mm sweep 900RPM complete with aluminium louver shutter canon Make, Double ball bearing , longer life including flexible wire & petty material etc. fpr connections and testing complete in all respects as per satisfcation of the Engineer in-charge at site. |
| 1018 | Supply and erection of LED Bulk Head 9/10watt surface mounted, pressure die cast Aluminium body (including constant LED driver) with High quality extruded aluminium with efficacy of LED fixture minimum 100 lumens per watt and operating voltage between 140 to 270 volt, THD <10% ingress protection IP20 (as per latest BIS standards) surge protection - 2.5 KV and above (as per IS/IEC standards) wattage of each low power LED less than 1 watt input AC frequency 50 Hz ± 3 % with 5 year warranty including there drivers complete along with erection of the same with connections, testing etc. complete in all respects as approved and desired by the Engineer-in-charge at site. LED Fitting as per Specifications approved by Hon. Tech. Advisor to CM Punjab vide Letter ION No: AT/2021/GL/1410-1422, Dated: 06.05.2021. Besides this the lighting fixtures manufactures should have in house NABL accredited laboratory. |
| 1019 | Supply and erection of Recessed Mounted 12 LED downlighter (including constant LED driver)with High quality Presure die cast aluminium with efficacy of LED fixture minimum100 lumens per watt and operating voltage between140to270 volt, THD<10% ingress protection IP20 (as per BIS standards) , surge protection 2.5kv and above (as per (IS/IEC standards)wattage of each low powers LED less than1watt input AC frequency 50Hz±3% 5 year warranty including their drivers complete along with erection of the same with connections, testing etc.complete in all respects as approved and desired by the Engineer-in-charge at site.LED Fitting as per Specifications approved by Hon. Tech.Advisor to CM Punjab vide Letter noAT-2021/GL1410-1422 Dated 06/05/2021.Beside this the lighting fixture manufactures should have in house NABL accredited labortary. |
| 1020 | Supply and erection of LED Street Light 25 Watt with pressure die cast aluminium housing with control gear ( with IP 66 protection), toughened glass fitting and efficacy of LED fixture minimum 120 lumens per watt Supply Voltage 140-270Volts AC supply, 50Hz ± 3% THD<10%, CRI minimum 70, High power LED with wattage 1 to 5 Watt with mandatory secondary lenses, toughened glass fitting, 4 KV SPD within driver and 10KV external SPD, Min IK07, efficacy of LED fixture minimum 120 lumens per watt, 5 year warranty including their drivers complete in all respects as approved and desired by the Engineer in-charge at site . LED Fitting as per Specifications approved by Hon. Tech. Advisor to CM Punjab vide Letter no AT/2021/GL/1410-1422 Dated 06/05/2021. |
| 1021 | Supply and erection of high quality 9w LED Lamp with efficacy of LED fixture minimum 100 lumens per watt and operating voltage between 140 to 270 volt, THD <10% ingress protection IP20 (as per latest BIS standards) surge protection - 2.5 KV and above (as per IS/IEC standards) wattage of each low power LED less than 1 watt input AC frequency 50 Hz ± 3 % Complete in all respects as approved and desired by the Engineer in charge at site. LED Fitting as per Specifications approved by Advisor to CM Punjab vide Letter no AT/2021/GL/1410-1422 Dated 06/05/2021.. Besides this the lighting fixtures manufactures should have in house NABL accredited laboratory. |
| 1022 | Construction of brick masonry inspection chambers size as given below upto 0.60 Mtr average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cementconcrete topping 50mm thick with 455mm x455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weightas per I.S.I specifications) painted with 3coats of black bitumastic paint conforming to I.S.I complete as per standard design. Size 450mm x 450mm inside with RCC 455mm x 455mm cover and frame light duty double seal |
| 1023 | Size 600mm x 900mm inside with RCC 455mm x 455mm cover and frame light duty double seal |
| 1024 | Extra for every 0.30 Mtr depth of inspection chamber. 450mm x 450mm inside |
| 1025 | 600mm x 900mm inside |
| 1026 | Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge 100 mm nominal size dia. (3 m. each for 32 Main Holes) |
| 1027 | Providing EPABX System along with allied accessories PVC, HDPE PIPES & PVC FLEXIBLE PIPES: Supply & erection of PVC Conduit Pipes (ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring purposes including bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:- Heavy Gauge PVC Conduit Pipe 25mm dia. (Flushed) |
| 1028 | RECESSED TV, TELEPHONE & NETWORKING SOCKETS OUTLET POINTS (USED FOR HGW, PVC CONDUIT & HDPE PIPE WIRING SYSTEM WITH MODULAR ACCESSORIES): Supply and erection of TV socket, Telephone socket and Networking socket points in powder coated/anodized concealed metal boxes recessed in wall required for suitable number of modules (Modular accessories) for having TV sockets, Telephone sockets RJ11 & Networking socket RJ45 (one module), covered with Frame Plate and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):- Wiring Telephone socket point RJ11 (one module) |
| 1029 | DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES: Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1Mtr below ground level including excavation placing the pipe in position and back filling with excavated soil etc. of the required size:- Double Walled Corrugated HDPE Pipe 50/38mm (Outer/ Inner dia.) |
| 1030 | COPPER EARTHING (Upto 8 Mtr in Length): COPPER EARTHING: 8 SWG COPPER EARTHING : Earthing with 8 SWG (4mm dia.) electrolytic copper wire thimbled (1each copper thimble with suitable size steel bolt, washers & double nut) with 30cm x 60cm x 2mm thick copper plate (made cylindrical) burried below ground level in the hole of excavation having bore dia. 125mm and surrounded by salt & charcoal dust mixture (20 kg.) including fixing the copper wire run through 20mm dia. G.I. pipe (A-Class) recessed in wall and in floor etc., up to suitable Length in Mtr (including bore Length). G.I. pipe 20mm dia. (A-class) of suitable Length should be laid in the hole of excavation 1 feet below ground level and having GI Reducer 50mm x 20mm with PVC Cap (For pouring water) fixed on the top level of the pipe. 300mm x 300mm x 300mm deep haudi of First class bricks finished with 1:4 cement plaster and haudi covered with cast iron lid having size 300mm x 300mm (Heavy) around the hole of excavation:- Earthing with 8 SWG (4mm dia.) copper wire thimbled with 30cm x 60cm x 2mm thick copper plate burried 10.50 Mtr (34.44 feet) below ground level (up to 14Mtr in Length) with G.I. pipe 20mm dia. (A-class), 9Mtr long |
| 1031 | Construction of brick masonry inspection chambers size as given below upto 0.60 Mtr average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cementconcrete topping 50mm thick with 455mm x455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weightas per I.S.I specifications) painted with 3coats of black bitumastic paint conforming to I.S.I complete as per standard design. Size 450mm x 450mm inside with RCC 455mm x 455mm cover and frame light duty double seal |
| 1032 | Extra for every 0.30 Mtr depth of inspection chamber. 450mm x 450mm inside |
| 1033 | Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge 100 mm nominal size dia. (3 m. each for 32 Main Holes) |
| 1034 | Supply, Installation, Testing and Commisioning of Digital Hybrid IP-EPABX Configured for 04 Trunk Ports, 04 Digital Extn Ports, 00 GSM Trunk Ports, 00 PRI of 32 Channels, 100 Normal Extensions Ports and Expendable to 240 Digital IP-PBX System 100% Non Blocking, 12 each Universal Slots, Universal SMPS, Auto Attendant, CLI, GSM Trunk, Digital Extension & IP Connectivity, Voice Mail, PRI Connectivity including all features listed in Product Boucher,make matrix Expendable to 240 TDM Ports & 999 IP Extensions. |
| 1035 | Supply & Erection of 200 Pair MDF/200 Pair IDF with Original Krone Module lock & key facility. |
| 1036 | Supply & Erection of 10 Pair DB with Original Krone Module lock & key facility. |
| 1037 | Supply & Erection of 20 Pair DB with Original Krone Module lock & key facility. |
| 1038 | Supply & Erection of 30 Pair DB with Original Krone Module lock & key facility. |
| 1039 | Supply & erection of Beetel Basic Phone with CLIP and display . |
| 1040 | Supply & erection of Featured Wired Telephone with Large Backlit Display, Redial, CLIP, 2 Way Speaker, Calculator, Alarm & Mute Compatible with EPABX System Without Addition Programming. |
| 1041 | Supply & erection of 02 Pair 0.5mm PVC Dual sheathed Telephone Cable manufactured as per ITD Specification with Up to amendments. |
| 1042 | Supply & erection of 10 Pair 0.5mm PIJF UN- Armoured Telephone Cable manufactured as per ITD Specification with Up to amendments. |
| 1043 | Supply & erection of 20 Pair 0.5mm PIJF UN- Armoured Telephone Cable manufactured as per ITD Specification with Up to amendments. |
| 1044 | Supply & erection of Operator-cum-maintenance console with Small Backlit Display, 12 Direct Dialling Keys, HD sound quality, Duplex Speaker Phone, Touch sense keys including all features listed in Product Boucher |
| 1045 | Supply & erection of 1KVA LIT sine wave UPS/ Power Plant with SMF batteries having one hour backup time. |
| 1046 | Add Culture Cess Please Enable Macros to View BoQ information |
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| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
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