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| 1 | DIVERSION WEIR |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area clearedetc,. complete |
| 3 | Earth work in excavation Ordinary rock by mechanical means (Hydraulic excavator)/manual means over areasincluding getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge etc., complete |
| 4 | Earth work in excavation Hard rock (blasting prohibited) by mechanical means (Hydraulic excavator)/manual means over areas including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge etc., complete |
| 5 | Filling available excavated earth (excluding rock) in trenches,plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m etc., complete |
| 6 | Providing Anchor rods using 25 mm dia. Torsteel 2 m long after boring holes up to 75 cm deep and grouting with cementincludig cost of all materials, labour etc. complete |
| 7 | Drilling Holes 76mm dia required depth by jack hammer in rock including washing with air and water at required pressure,dewatering,drainage including cost of materials,machinery,labour etc. |
| 8 | Low Pressure Grouting for both contact / consolidation grouting as the case may be as directed by the Engineers at site and as per the specification and drawing including cost of cement grouting equipment, scaffolding arrangements all lead, lift etc., complete. |
| 9 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering etc.complete |
| 10 | Providing and laying in position Plain cement concrete 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering etc.complete |
| 11 | Providing and laying in position Reinforced cement concrete M25(1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) of specified grade including 30% plum available at siteof max size 300 mm including placingin concretewhich wiill be deducted from the concrete excluding the cost of Reinforcement, centering and shuttering etc. complete. |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc.complete. Serrated with central bulb (225 mm wide, 8-11 mm thick) |
| 14 | Provding and Fixing in position 1Mtr high MS Handrail as per drawings fabricated out of mild steel flats,square bars, 40mm ms pipe,including cutting, welding, embedding in structure, grouting, applying two coats of sythetic enamel paint over one caot of primer etc. complete |
| 15 | Supplying and Erecting Trash rack arrangementsas per design.The ercetion of trashrack by using craneetc. complete |
| 16 | Supplying and Erecting Transitionas per design including cost of material, labour etc. complete. |
| 17 | Supplying and ErectingSluice Gate, lifting screw arrangements,as per design.The ercetion of Sluice Gate by using cranesetc. complete |
| 18 | Painting steel workwith Epoxy paint with two coatsapproved brand including cost of material, labour,lead etc., complete |
| 19 | Supply and installation of of steel spirally welded pipes for Scouver vent(600mm Dia, 8 mm thick Ductile iron K9 pipe IS 8329) and carrying out all tests other than are included, sand blastingand applyingpriming coat insurance charges, all labour charges etc. complete |
| 20 | Supply and installation of of steel spirally welded pipes forAir Vent (300mm Dia Ductile iron K9 pipe IS 8329 )carrying out all tests other than are included, sand blastingand applyingpriming coat insurance charges, all labour charges etc. complete |
| 21 | Supply and erection of best quality Sluice valveof 600 mm Dia for scour pipe |
| 22 | supplying and erection of small trash rack welded ino 600mm dia scour vent pipe at inlet |
| 23 | LOW PRESSURE PIPE |
| 24 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area clearedetc,. complete |
| 25 | Earth work in excavation Ordinary rock by mechanical means (Hydraulic excavator)/manual means over areasincluding getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge etc., complete |
| 26 | Earth work in excavation Hard rock (requiring blasting) by mechanical means (Hydraulic excavator)/manual means over areas including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge etc., complete |
| 27 | Earth work in excavation Hard rock (blasting prohibited) by mechanical means (Hydraulic excavator)/manual means over areas including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge etc., complete |
| 28 | Filling available excavated earth (excluding rock) in trenches,plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m etc., complete |
| 29 | Providing Anchor rods using 25 mm dia. Torsteel 2 m long after boring holes up to 75 cm deep and grouting with cementincludig cost of all materials, labour etc. complete |
| 30 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering etc., complete |
| 31 | Providing and laying in position Reinforced cement concrete 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering etc., complete. |
| 32 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) etc., complete. |
| 33 | Shortcreting with 9mm graded metal to average thicknee 100mm with wiremesh in two layer at specified locations at all elevations including the cost of all materails, scaffoldings, labour, curing etc.,complete as per specifications and directions of the Engineer. |
| 34 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 35 | Centering and shuttering including strutting, propping etc. and removal of form,work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps |
| 36 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 37 | Supply and erection of 600 mm dia ,8mm thick MSspirally welded pipe including bends welding bend sand blasting and applying priming coat IS 3589FE 410 including cost of conveyance |
| 38 | fabricationbends and Installationof900 mm dia pipes availableand bendsincluding conveyance to the haulage position over the substructure concrete anchors, placing in position assembling, welding etc., as per specification. |
| 39 | Conduction Dyepenetration tests on field joints of 600 mmand 900 mmdia pipes erectionas per specification, approved drawingsincludingallexpensesfor testing arrangements, labour charges etc. complete. |
| 40 | Providing expansion joint in LPP alround the pipe using Single free type materials including cost of labour for cutting and fixing filler materials and laying polysulphide sealent with necessary spatula etc., complete complying with standard specifications and as directed . |
| 41 | Painting steel workwith Epoxy paint with two coatsapproved brand including cost of material, labour,lead etc., complete |
| 42 | PENSTOCK |
| 43 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area clearedetc,. complete |
| 44 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge etc., complete |
| 45 | Earth work in excavation Ordinary rock by mechanical means (Hydraulic excavator)/manual means over areasincluding getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge etc., complete |
| 46 | Earth work in excavation Hard rock (requiring blasting) by mechanical means (Hydraulic excavator)/manual means over areas including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge etc., complete |
| 47 | Earth work in excavation Hard rock (blasting prohibited) by mechanical means (Hydraulic excavator)/manual means over areas including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge etc., complete |
| 48 | Filling available excavated earth (excluding rock) in trenches,plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m etc., complete |
| 49 | Providing Anchor rods using 25 mm dia. Torsteel 2 m long after boring holes up to 75 cm deep and grouting with cementincludig cost of all materials, labour etc. complete |
| 50 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering etc., complete |
| 51 | Providing and laying in position Reinforced cement concrete 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering etc., complete |
| 52 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) etc., complete |
| 53 | Shortcreting with 9mm graded metal to average thicknee 100mm with wiremesh in two layer at specified locations at all elevations including the cost of all materails, scaffoldings, labour, curing etc.,complete as per specifications and directions of the Engineer. |
| 54 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 55 | Centering and shuttering including strutting, propping etc. and removal of form,work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc |
| 56 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 57 | Supply and erection of of steel spirally weldedpipes for Penstock (600mm Dia, ) 8mm thick including bends and carrying out all tests other than are included, sand blastingand applyingpriming coat insurance charges, all labour charges etc. complete |
| 58 | Supply and erection of of steel spirally welded pipes for Penstock (600mm Dia, ) 10mm thick including bends and carrying out all tests other than are included, sand blastingand applyingpriming coat insurance charges, all labour charges etc. complete |
| 59 | Supply and erection of of steel spirally welded pipes for Penstock (400mm Dia, ) 10mm thick including bends and carrying out all tests other than are included, sand blastingand applyingpriming coat insurance charges, all labour charges etc. complete |
| 60 | Conduction Dyepenetration tests on field joints of 600 mmand 900 mmdia pipes erectionas per specification, approved drawingsincludingallexpensesfor testing arrangements, labour charges etc. complete. |
| 61 | Supplying and installation of Y-Bendincluding cost of materail, Conveyence, installation , welding etc. as per specification. |
| 62 | Providing expansion joint in Penstock alround the pipe using Single free type materials including cost of labour for cutting and fixing filler materials and laying polysulphide sealent with necessary spatula etc., complete complying with standard specifications and as directed . |
| 63 | Paintingsteelwork withEpoxypaintwithtwo coatsapproved brand including cost of material, labour,lead etc., complete |
| 64 | POWER HOUSE |
| 65 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area clearedetc,. complete |
| 66 | Earth work in excavation Ordinary rock by mechanical means (Hydraulic excavator)/manual means over areasincluding getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge etc., complete |
| 67 | Earth work in excavation Hard rock (requiring blasting) by mechanical means (Hydraulic excavator)/manual means over areas including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge etc., complete |
| 68 | Earth work in excavation Hard rock (blasting prohibited) by mechanical means (Hydraulic excavator)/manual means over areas including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge etc., complete |
| 69 | Filling available excavated earth (excluding rock) in trenches,plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m etc., complete |
| 70 | Providing Anchor rods using 25 mm dia. Torsteel 2 m long after boring holes up to 75 cm deep and grouting with cementincludig cost of all materials, labour etc. complete |
| 71 | Drilling Holes 76mm dia required depth by jack hammer in rock including washing with air and water at required pressure,dewatering,drainage including cost of materials,machinery,labour etc., complete |
| 72 | Low Pressure Grouting for both contact / consolidation grouting as the case may be as directed by the Engineers at site and as per the specification and drawing including cost of cement grouting equipment, scaffolding arrangements all lead, lift etc., complete. |
| 73 | High Pressure Grouting for both contact / consolidation grouting as the case may be as directed by the Engineers at site and as per the specification and drawing including cost of cement grouting equipment, scaffolding arrangements all lead, lift etc., complete. |
| 74 | Providing and laying in position Plain cement concrete 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering etc., complete |
| 75 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering etc., complete. |
| 76 | Providing and laying in position Plain cement concrete 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work above Plinth level |
| 77 | Providing and laying in position Plain cement concrete 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering etc., complete. |
| 78 | Providing and laying in position Reinforced cement concrete 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shutteringetc., complete. |
| 79 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 80 | Shortcreting with 9mm graded metal to average thicknee 200mm with wiremesh in two layer at specified locations at all elevations including the cost of all materails, scaffoldings, labour, curing etc.,complete as per specifications and directions of the Engineer. |
| 81 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 82 | Centering and shuttering including strutting, propping etc. and removal of form,work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc |
| 83 | Centering and shuttering including strutting, propping etc. and removal of form,work for Suspended floors, roofs, landings, balconies and access platform |
| 84 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts |
| 85 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 86 | Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc.complete. Serrated with central bulb (225 mm wide, 8-11 mm thick) |
| 87 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 88 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) With Modular bricks |
| 89 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 90 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level with Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 91 | Provding and Fixing in position 1Mtr high MS Handrail as per drawings fabricated out of mild steel flats,square bars, 40mm MS pipe,including cutting, welding, embedding in structure, grouting, applying two coats of sythetic enamel paint over one caot of primer etc. complete |
| 92 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. |
| 93 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 94 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 95 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces |
| 96 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 97 | Providing and fixing ball bearing for rolling shutters. |
| 98 | Extra for providing mechanical device chain and crank operation for operating rolling shutters. Exceeding 10.00 sqm and upto 16.80 sqm in the area |
| 99 | 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 Engineerin- 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. |
| 100 | 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. |
| 101 | Providing and laying Vitrified tiles 600x600 mm(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 & 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 & matching pigments etc. complete. |
| 102 | providing and fixing 10mm thick acid Alkali resistant tiles of approved make and color using acid /Alkali resisting mortar and joints filled with alkali/acid resting cement as per IS 4457 complete as per the the directionof Engineer in charge |
| 103 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. allcomplete as per the direction of Engineer-in-charge |
| 104 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. |
| 105 | 15 mm cement plaster brick wall of mix C.M 1:4 (1 cement: 4 coarse sand) including cost material, labour, lead lfit. Etc. |
| 106 | 20 mm cement plaster of mix CM 1:6 (1 cement: 6 coarse sand)including cost material,labour, lead lfit. etc. |
| 107 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement of 12 mmtk cement plaster including cost material,labour, lead lfit. etc. |
| 108 | White washing with lime to give an even shade for New workincluding cost material,labour, lead lfit. etc. |
| 109 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 110 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 111 | Providing and fixing Powder coated aluminium (minimum thickness of powder coating 50 micron)work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) |
| 112 | Powder coated aluminium (minimum thickness of powder coating 50 micron) 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) |
| 113 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item) With float glass panes of 5.5 mm thickness |
| 114 | Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm (± 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of28 mm x 30 mm, with wall thickness 2 mm ( ± 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer\"s specification and direction of Engineer-in-charge. |
| 115 | Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2 mm). Both verticals sides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer\"s specification and direction of engineer- in-charge |
| 116 | Providing and fixing water closet squatting pan (Indian type /EuropianW.C. pan ) with 100 mm sand cast Iron P or S trap, 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. White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 117 | 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. White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 118 | Providing and fixing 600x450 mm beveled 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. |
| 119 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in- charge. |
| 120 | Supplying and stacking 40mm broken stone in standard heaps for measurements etc. complete as per specifications and direction of the Engineer. |
| 121 | Supplying and stacking 20mm broken stone in standard heaps for measurements etc. complete as per specifications and direction of the Engineer. |
| 122 | Supplying and stacking Red Bajri in standard heaps for measurements etc. complete as per specifications and direction of the Engineer. |
| 123 | Laying, spreading and compacting stone aggregate of specified sizesuniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . |
| 124 | Fencing with angle iron post placed at required distance embedded in cement mconcrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. |
| 125 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 126 | Providing Chain link fencing 25x25 mm GI wire dia 3mm with 2mm dia wire or nuts bolts and washers as required complete as per the direction of the Engineer in charge |
| 127 | Water supply and Sanitary Lines : -Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.25 mm nominal outer dia Pipes |
| 128 | Water supply and Sanitary Lines : -Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 32 mm nominal outer dia Pipes |
| 129 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore |
| 130 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end 32 mm nominal bore |
| 131 | Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : 100mm dia Pipe |
| 132 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore |
| 133 | Electrical Items : Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C |
| 134 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 135 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 136 | Supply and fixing of single box type 4\"-40W fluorescent fittings, with tube light complete with copper choke and condenser with TW round blocks on walls and ceiling with PVC unsheathed copper leads from terminal to the fitting including cost of all materials, labour, lead, lift etc complete SD No 88. |
| 137 | Supply and fixing of standard quality fancy glass shade, 11W LED, battern holder (Bakelite) for BH light point including cost of all materials, lead, lift, etc., complete, SD No 80. |
| 138 | Supply and fixing of 1200mm (48\") sweep AC ceiling fan complete as approved by the engineer with necessary down rod, stepped electronic 300W regulator, fan clamp with side plate and 45mm cross arm, 1sqmm PVC unsheathed copper cable continuous earth connection including cost of all materials, lead, lift, etc. complete SD No 104. |
| 139 | Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required. (a). 63 A, TP&N |
| 140 | Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required. (b)160 A, TP&N |
| 141 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. (a). 200 A, 25 kA,TPMCCB |
| 142 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. (b). 400 A, 35 kA,TPMCCB |
| 143 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted,b inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)12 way (4 + 36), Double door |
