|
| 1 | Supply of spindle washer of bib-cock ½ `x ¾` . |
| 2 | Supply of Butterfly Clamp SS (12mm-25mm IS marked ist quality) |
| 3 | Setting Bight of Floor Spring for Door. |
| 4 | Supply CP Bottle trap (ISI) marked Ist quality) |
| 5 | Supply GI TEE 2` x 1½` (ISI marked Ist quality) |
| 6 | Supply cover for EWC (ISI marked Ist quality) |
| 7 | Supply of PVC bib cock of Ist quality.. |
| 8 | Setting Bight of Alluminum window Single leaf .. |
| 9 | Setting right of wooden door Single leaf... |
| 10 | Supply Pillar cock (Ess Ess trend series Jaquar, Hindware) (Ist quality). |
| 11 | Providing and Fixing Sensor of urinals of parryware (IS) Mark 1st quality). |
| 12 | Supply of CI Manholes cover size 450x450 ISI marked Ist quality.. |
| 13 | Supply of Ct manhole cover 250x250 ISI marked Ist quality |
| 14 | Supply of Float valve 15mm for PVC systen (ISI Mark 1st quality), |
| 15 | Providing and Foxing 6 mm thick Wired Glass (1st quality), |
| 16 | Supply Fiber sheet (1.5 mm thick) including required screw (1st quality), |
| 17 | Cleaning of Septic Tanks/Drains by deploying tractor tankers and its disposal as per direction of Engineer-In-Charge. (per tanker) |
| 18 | Replacing of Drain/trenches covers various sizes (labour rate only) |
| 19 | Replacing of Mortise Lock Knob Type (ISI Mark 1st quality), |
| 20 | Replacing of Mortise Lock Lever Type (IS) Mark 1st quality), |
| 21 | Supply of syphon handle for cistern. (ISI Mark 1st quality) |
| 22 | Supply GI Elbow 1½`` x ½` x ` (IS) marked Ist quality). |
| 23 | Supply GI Elbow 1 ½` x 1¼` (ISI marked Ist quality). |
| 24 | Supply ball valve 2` (Si marked Ist quality) |
| 25 | Supply GI Hex nipple ¾”x4” .(ISI 1st quality). |
| 26 | Supply GI Hex nipple ¾”x3”. (ISI 1st quality) |
| 27 | Supply GI Hex nipple ¾”x2”. (ISI 1st quality). |
| 28 | Supply GI Hex nipple ½” x5”. (ISI 1st quality). |
| 29 | Supply GI Hex nipple 1½” .(ISI 1st quality). |
| 30 | Supply GI hex nipple 1” (ISI 1st quality) |
| 31 | Supply of GI socket 1 ½ `x ½` ISI marked (1st quality.) |
| 32 | Supply of PVC waste pipe 2½` for sink/wash basin, |
| 33 | Supply CP waste coupling Ess Ess trend Jaquar... |
| 34 | Supply of 18mm thick Water Proof Ply wood (Commercial) i/c cost of nails required (ISI Mark 1st quality) |
| 35 | Supply of HDPE water storage tank Cover ISI marked ( Ist quality) |
| 36 | Supplying and Fixing of Cl bend for Cl pipe 6 dia ISI marked ( Diplast, Sintex, Supreme) |
| 37 | Cleaning of trash racks at CW pump house, raw water reservoir and Cooling towers regularly at DCRTPP, Yamuna Nagar.. |
| 38 | Providing and foxing Brass spindle 1/2 for piller cock/bib cock Ist Marked. |
| 39 | Painting new letters and figures of any shades with synthetic enamel paint black or any other approved colour to give an even shade for (boarders and arrows upto 6 cm in width).. |
| 40 | Supply of 5 mm thick Reflective Glass plain Including nails of required size asahi/saint gobain/modi (Ist quality) |
| 41 | Setting Right of Alluminum Door Single Leaf. |
| 42 | Supplying and fixing of PVC Pipe 3` dia, class2 (PN) 4Kg/cm2 ISI marked ( Diplast, Sintex, Supreme) |
| 43 | Supplying and fixing of PVC bend 3` dia ISI marked (Diplast, Sintex, Supreme) |
| 44 | Supply of GI TEE 1½` x 3/4` (ISI marked 1st Quality) |
| 45 | Supply of GI-TEE 1/2` (ISI marked 1st Quality) |
| 46 | Supply of GI Elbow 1`x3/4` (ISI marked 1st Quality).. |
| 47 | Supply of GI Socket 1½` X 1¼` (ISI marked 1st Quality). |
| 48 | Supply of GI Elbow ½` (ISI marked 1st Quality). |
| 49 | Supply of GI Elbow 1` (ISI marked 1st Quality). |
| 50 | Supply of GI-TEE ¾` (ISI marked 1st Quality). |
| 51 | Supply GI TEE 1¼` (ISI marked Ist quality) |
| 52 | Supply Gl Hex Nipple ½` ` x 4` (ISI marked ist quality). |
| 53 | Supply of GP-II Conbextra bags (Fosroc) |
| 54 | Helper,Adult Majdoor at DCRTPP, HPGCL, Yamuna Nagar |
| 55 | Plumber, Carpenter and Supervisor works of plant buildings and non-buildings at DCRTPP, HPGCL, Yamuna Nagar. |
| 56 | [1.PM008] PM008. Hire charges of Pump set of capacity 4000 litres/hour. |
| 57 | [1.PM026] PM026. Tractor with trolley. |
| 58 | [1.PM056] PM056. Hire charges for JCB with bucket capacity of 0.4 to 0.75 cum with fuel and driver. |
| 59 | [10.37.1]Providing and fixing of Kota stone slab 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) : 1. 25 mm thick. |
| 60 | [10.38]Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 61 | [10.44.1]Providing and fixing of marble stone flooring with 18 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 : 1. Makrana white second quality. |
| 62 | [10.57]Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 63 | [10.62]Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 64 | [10.63.2]Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 2. Size of Tile 600x600 mm. |
| 65 | [10.67.2]Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement and matching pigments etc. complete. 2. Size of Tile 600x600 mm. |
| 66 | [10.77]Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 67 | [10.90]Providing and fixing of gun metal cramps 15 mm x 6 mm, 16.5 cm long as per design including cost of mortar. |
| 68 | [11.17]Providing and fixing of chicken wire mesh for avoiding cracks in plaster with necessary nail/screws etc. complete in all respect to the entire satisfaction of engineer-in-charge. |
| 69 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand). |
| 70 | [11.57]Providing and laying average 6mm thick POP Coating on walls, Ceiling, beams and lintels etc. complete in all respects as approved by the Engineer-In-Charge. |
| 71 | [11.58]Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete. |
| 72 | [11.62.1]Colour washing such as green, blue or buff to give an even shade : 1. New work (two or more coats) with a base coat of white washing with lime. |
| 73 | [11.68.3]Applying priming coat: 3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. |
| 74 | [11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. |
| 75 | [12.1.1.2]Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid separately). 1.2. Sal wood. |
| 76 | [12.102.1]Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 1. 125 mm. |
| 77 | [12.103.1]Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 1. Single rubber stopper. |
| 78 | [12.157.1.1]Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 1.1. For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). |
| 79 | [12.157.2.1]Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 2.1. For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). |
| 80 | [12.158.2]Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. 2. Pre-laminated particle board with decorative lamination on both sides. |
| 81 | [12.159.1]Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 1. With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm). |
| 82 | [12.160.1]Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight up to 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. 1. With stainless steel cover plate minimum 1.25 mm thickness. |
| 83 | [12.164]Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. |
| 84 | [12.36.1]Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 85 | [12.89]Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight up to 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. |
| 86 | [12.97.4]Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 4. 100x63x4 mm. |
| 87 | [12.97.6]Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 6. 75x63x4 mm. |
| 88 | [12.98.1]Providing and fixing aluminium sliding door bolts, ISI marked anodised (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 : 1. 300x16 mm. |
| 89 | [12.99.2]Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 2. 250x10 mm. |
| 90 | [13.2]Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 91 | [13.45]Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 92 | [17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. |
| 93 | [17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504. |
| 94 | [2.B0094] B0094. Water proof ply 12 mm thick. |
| 95 | [2.B0239] B0239. PVC Bend 100 dia. |
| 96 | [2.B0241] B0241. 100 mm dia PVC pipe. |
| 97 | [2.B0247] B0247. Polycarbonate sheet 2mm thick . |
| 98 | [2.B0248] B0248. Polycarbonate sheet 1.25 mm thick. |
| 99 | [2.B0656] B0656. 6mm toughened clear glass. |
| 100 | [2.B0664] B0664. Powder coated Sliding Bolt 250 x 16 mm. |
| 101 | [2.B1155] B1155. G.I. Socket 32 mm. |
| 102 | [2.B1156] B1156. G.I. tees (equal) 25 mm. |
| 103 | [2.B1336] B1336. CP Nipple 12mm dia 150mm length. |
| 104 | [2.B1337] B1337. CP Nipple 12mm dia 75mm length. |
| 105 | [2.B1640] B1640. Elbow 90° for 15.88 mm outer dia SS pipe. |
| 106 | [2.B1642] B1642. Elbow 90° for 28.58 mm outer dia SS pipe. |
| 107 | [2.B1647] B1647. Reducing Elbow 90° for 28.58 mm X 15.88 mm outer dia SS pipe. |
| 108 | [2.B1648] B1648. Reducing Elbow 90° for 28.58 mm X 22.22 mm outer dia SS pipe. |
| 109 | [2.B1650] B1650. Reducing Elbow 90° for 34.00 mm X 28.58 mm outer dia SS pipe. |
| 110 | [2.B1652] B1652. Equal Tee for 15.88 mm outer dia SS pipe. |
| 111 | [2.B1653] B1653. Equal Tee for 22.22 mm outer dia SS pipe. |
| 112 | [2.B1654] B1654. Equal Tee for 28.58 mm outer dia SS pipe. |
| 113 | [2.B1658] B1658. Reducing Tee for 22.22 mm X 15.88 mm outer dia SS. |
| 114 | [2.B1659] B1659. Reducing Tee for 28.58 mm X 15.88 mm outer dia SS pipe. |
| 115 | [2.B1660] B1660. Reducing Tee for 28.58 mm X 22.22 mm outer dia SS pipe. |
| 116 | [2.B1664] B1664. Reducing Tee for 42.70 mm X 15.88 mm outer dia SS pipe. |
| 117 | [2.B1665] B1665. Reducing Tee for 42.70 mm X 22.22 mm outer dia SS pipe. |
| 118 | [2.B1666] B1666. Reducing Tee for 42.70 mm X 28.58 mm outer dia SS pipe. |
| 119 | [20.1.4]Stringing out C.I. pipes and specials castings along trenches and laying the same in trenches to correct, alignment and gradients including cartage from divisional stores or nearest railway station to site of works and return of pieces of pipes to stores 4. 150 mm internal diameter pipe line laid complete. |
| 120 | [22.1.4]Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 4. White vitreous chinaware Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. |
| 121 | [22.101.1.1]Providing and fixing Unplasticised PVC connection pipe with brass unions : 1.1. 30 cm length 15 mm nominal bore. |
| 122 | [22.103.1]Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 1. 15 mm nominal bore. |
| 123 | [22.103.3]Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 3. 25 mm nominal bore. |
| 124 | [22.104.1]Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 1. 15 mm nominal bore. |
| 125 | [22.107.1]Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 1. 15 mm nominal bore. |
| 126 | [22.108.1]Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 1. 15mm nominal bore. |
| 127 | [22.109]Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. |
| 128 | [22.135.1]Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge. Elbow 90° 1. For 15.88mm outer dia pipe. |
| 129 | [22.136.5]Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge. Reducing Elbow 90° 5. For 34.00 mm x 28.58 mm outer dia pipe. |
| 130 | [22.136.6]Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge. Reducing Elbow 90° 6. For 42.70 mm x 34.00 mm outer dia pipe. |
| 131 | [22.14.2.1]Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 2.1. Flexible pipe 32 mm dia. |
| 132 | [22.181]Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 133 | [22.209]Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 134 | [22.23.1]Providing and fixing white vitreous chinaware pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 1. W.C. pan with ISI marked white solid plastic seat and lid. |
| 135 | [22.38]Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube up to 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. |
| 136 | [22.39.1]Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 1. 10 litre capacity - White. |
| 137 | [22.88.1]Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 1. 15 mm dia nominal bore. |
| 138 | [22.88.2]Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 2. 20 mm dia nominal bore. |
| 139 | [22.88.3]Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 3. 25 mm dia nominal bore. |
| 140 | [22.88.4]Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 4. 32 mm dia nominal bore. |
| 141 | [22.88.5]Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 5. 40 mm dia nominal bore. |
| 142 | [22.88.6]Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 6. 50 mm dia nominal bore. |
| 143 | [22.94.1]Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 1. 15 mm nominal bore. |
| 144 | [22.96.1]Providing and fixing brass bib cock of approved quality : 1. 15 mm nominal bore. |
| 145 | [27.51.4]Filler joint 4. Providing and filling joint sealing compound as per drawings and MoRT&H specifications with coarse sand 6 per cent bitumen by weight - 10 mm depth. |
| 146 | [28.16]Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken up to 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately). For the purpose of measurement the entire treated surface will be measured. |
| 147 | [30.21]Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 148 | [30.23.1]White washing with lime to give an even shade : 1. Old work (two or more coats). |
| 149 | [30.25.1]Distempering with 1st quality acrylic distemper (Ready mix) having VOC content less than 50 grams/ litre of approved brand and manufacture to give an even shade : 1. Old work (one or more coats). |
| 150 | [30.28.1]Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 1. One or more coats on old work. |
| 151 | [30.33.1]Polishing on wood work with ready made wax polish of approved brand and manufacture : 1. Old work. |
| 152 | [30.37.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. Old work (Two or more coat applied @ 1.67 litre/ 10 sqm) on existing cement paint surface. |
| 153 | [30.37.2]Finishing walls with Acrylic Smooth exterior paint of required shade : 2. Old work (One or more coat applied @ 0.90 litre/10 sqm). |
| 154 | [30.51]Taking out existing wooden door/window shutter, repair by cutting, painting etc. and refixing of repaired door/window shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. |
| 155 | [30.54.1]Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 1. Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 156 | [30.54.2]Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 2. Float glass panes of nominal thickness 5 mm (weight not less than 12.5 kg/sqm). |
| 157 | [30.58]Renewal of old putty of glass panes (length). |
| 158 | [30.81.1]Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 1. 15 mm nominal bore. |
| 159 | [30.81.3]Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 3. 25 mm nominal bore. |
| 160 | [30.81.4]Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 4. 32 mm nominal bore. |
| 161 | [30.91]Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia up to 300mm. |
| 162 | [34.3.1]Printing New Letter and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade 1. Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half ). |
| 163 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. |
| 164 | [4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 165 | [5.23.1]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix). |
| 166 | [5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix). |
| 167 | [5.26]Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. |
| 168 | [5.42]Dismantling cement conglomerate / terrazzo floors 25 mm to 50 mm manually/ by mechanical means and disposal of material within standard lead as per direction of Engineer- in-charge. |
| 169 | [5.45]Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 170 | [5.49]Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. |
| 171 | [5.51]Removing old broken/serviceable glass of any thickness or size or description except polished plate glass from old wood or metal frames etc.(any thickness or size) hacking out old putty etc. including making good breakages in talking out and handling complete. |
| 172 | [5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar. |
| 173 | [6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 174 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). |
| 175 | [6.1.4]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size). |
| 176 | [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size). |
| 177 | [6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns. |
| 178 | [6.29.2]Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 179 | [6.29.3]Centering and shuttering including strutting, propping etc. and removal of form work for : 3. Columns, piers, abutments, pillars, posts and struts. |
| 180 | [6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 181 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform. |
| 182 | [6.30.4]Centering and shuttering including strutting, propping etc. and removal of form for 4. Shelves (Cast in situ). |
| 183 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 184 | [6.34.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 185 | [7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 186 | [7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 187 | [7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 188 | [7.47.2]Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor IV level in : 2. Cement mortar 1:6 (1 cement: 6 Coarse sand). |
| 189 | [9.17.1]Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 1. In 75x75 mm deep chase. |
| 190 | [9.42.1]Providing and fixing flat pressed 3 layer medium density particle board or graded particle board (Grade I) IS: 3087 marked, in ceiling with necessary nails etc. complete (frame work to be paid separately): 1. 12 mm thick. |
| 191 | [9.48]Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calcium silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyester baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. |
| 192 | [9.57.1]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 1. 75 mm diameter. Please Enable Macros to View BoQ information |
