Chaudhary Charan Singh Haryana Agricultural University Tender
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EMD
₹ 1,64,000Document Cost
₹ 5,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2023_HRY_326030_1Bid Award Id
ViewTender No
3337-CTender Authority
Chaudhary Charan Singh Haryana Agricultural University ViewPurchaser Address
-Website
http://https://www.hau.ac.in/
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Documents
BOQ Items
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing:
1 : 1 ½: 3 ( 1 cement : 1 ½ coarse sand (zone-Ill) : 3
graded stone aggregate 20 mm nominal size). (HSR 6.2.1)
0.15
-
-
Providing and laying damp-proof course with cement concrete
1: 1.5:3 (1 cement : 1.5 coarse sand (zone-Ill): 3 graded stone
aggregate 20mm nominal size)
50 mm thick (HSR 6.9.1)
109.2
-
-
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1. 7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. (HSR 6.10)
109.2
-
-
Making plinth protection 50mm thick of cement concrete 1 :3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. (HSR 6.13)
157.5
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.15.1)
6.09
-
-
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 four level, excluding the
cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.16)
28.77
-
-
Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1 ½ coarse sand(zone-111) : 3 graded stone aggregate 20mm nominal size). (HSR 6.21)
3.51
-
-
Centering and shuttering including strutting, propping etc. and
removal of form for
Foundations, footings, bases of columns, etc. for mass concrete (HSR 6.30.1)
80.75
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (HSR 6.30.2)
99.75
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies (HSR 6.30.3)
109.2
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers (HSR 6.30.5)
185.43
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts (HSR 6.30.6)
21
-
-
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. Thermo-Mechanically Treated bars of grade Fe-500D kg or more. (HSR 6.33.6)
845
-
-
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, over1aps, 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.
Thermo-Mechanically Treated bars of grade Fe-500D or more (HSR 6.34.6)
3944
-
-
Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.21.2)
266.7
-
-
Half brick masonry with common burnt clay non-modular bricks of class designation 10 .5 in superstructure above plinth level up to floor IV level.
Cement mortar 1 :4 ( 1 cement :4 coarse sand) (HSR 7 .28.2)
30.04
-
-
Brick work with common burnt clay selected non-modular bricks
of class designation 10.5 in exposed brick work including making
horizontal and vertical grooves 10 mm wide 12 mm deep
complete in cement mortar 1 :6 (1 cement : 6 coarse sand)
Above plinth level up to floor IV level (HSR 7.39.2)
231.21
-
-
Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay non-modular bricks of class designation 7.5 including grouting with cement mortar 1 :4 (1 cement : 4 fine sand). (HSR 7.55)
173.25
-
-
Painting top of roofs with bitumen of approved quality @ 17kg per 10 impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete
With residual type petroleum bitumen of grade VG -10 (HSR 9.10.1)
109.2
-
-
10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1: 1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1: 3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat:
With common burnt clay non-modular brick tile of class designation 10 (HSR 9.11.1)
109.2
-
-
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 :
In 75x75 mm deep chase (HSR 9.17.1)
79.8
-
-
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1 :3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. (HSR 9.18)
6.3
-
-
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete
0.63 mm thick with zinc coating not less than 275 gm/m² (HSR 9.25.2)
28.35
-
-
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and
polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55
mm) with EPDM seal, 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. (HSR 9.33)
424.31
-
-
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. 110 mm diaMeter (HSR 9.57.2)
27.3
-
-
Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for 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. Bend 87.5° 110 mm bend (HSR 9.58.5.2)
6.3
-
-
Providing and fixing to the inlet mouth of rain water pipe PTMT (an
Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. (HSR 9.61)
6.3
-
-
Providing and laying of base course of floors consisting of 100 mm thick cement 1 :8: 16 and 100 mm sand or stone filling. (HSR 10.1)
108.15
-
-
Providing and laying of conglomerate floor 50mm thick cement concrete
topping 1 :2:4 (HSR 10.7)
17.85
-
-
Providing and laying cement plaster skirting up to 30 cm height, with cement mortar 1: 3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.
18 mm thick (HSR 10.13.1)
4.55
-
-
Providing a floating coat of 1.50 mm thick neat cement laid in one operation
to the topping. (HSR 10.14)
411.6
-
-
Providing and laying cement concrete pavement with 1: 2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. (HSR 10.16)
83.37
-
-
Providing and laying of brick on edge flooring with bricks of class designation 10.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1 :4 ( 1 cement : 4 coarse sand) (HSR 10.33.1)
663.6
-
-
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. (HSR 10.60)
6.83
-
-
Providing and fixing 1st 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. (HSR 10.62)
32.76
-
-
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. Size of Tile 600x600 mm (HSR 10.63.2)
34.13
-
-
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 & 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. Size of Tile 600x600 mm (HSR 10.67.2)
2.54
-
-
Extra for grouting the joints of floor tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 600x600 mm (HSR 10.70.2)
76.25
-
-
Providing and laying 60mm thick factory made cement concrete inter1ocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (HSR 10.76)
217.35
-
-
Cement Concrete 1 :8:16 Flooring Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. (HSR 10.100.2)
52.03
-
-
1O mm thick cement plaster
1 :3 (1 cement: 3 fine sand) (HSR 11.4.2)
128.1
-
-
12 mm cement plaster of mix : 1 :4 (1 cement: 4 fine sand) (HSR 11.5.3)
656.25
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix : 1 :4 (1 cement: 4 fine sand) (HSR 11.6.1)
656.25
-
-
Pointing on tile brick work with cement mortar 1 :3 (1 cement : 3 fine sand):
Flush/ Ruled/ Struck or weathered pointing (HSR 11.26.1 )
109.2
-
-
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 (HSR 11.58)
1312.5
-
-
Distempering with 1st quality acrylic distemper (ready mixed) having voe content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.
Two or more coats on new work (HSR 11.65.1)
761.25
-
-
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:
Water thinnable cement primer (HSR 11.67.1)
1312.5
-
-
Applying priming coat:
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works (HSR 11.68.3)
373.8
-
-
Preparation of ply wood surface for painting including sand papering
the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. (HSR 11.76)
24.48
-
-
Applying pink primer or aluminium priming coat on wood work including
preparation of surface, Knotting and stopping etc. (HSR 11.77)
28.09
-
-
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. (HSR 11.78)
401.89
-
-
Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 litre/1 O sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (HSR 11.95.1)
551.25
-
-
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISi marked M.S. pressed butt hinges bright finished of required size with necessary screws.
Kiln seasoned and chemically treated Hollock wood 30 mm thick (HSR 12.10.2.2)
2.73
-
-
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (HSR 12.37.1)
10.24
-
-
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. (HSR 12.37.3)
4.1
-
-
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
Fixed to steel windows by welding (HSR 12.50.1)
249
-
-
Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete : 115 mm (HSR 12.70.2)
2
-
-
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 :
300x16 mm (HSR 12.98.1)
4
-
-
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
150x10 mm (HSR 12.99.4)
21
-
-
Providing and fixing aluminium handles, ISi marked, anodised (anodic coating not less than grade AC 1 O as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete 125 mm (HSR 12.102.1)
21
-
-
Providing and fixing aluminium hanging floor door stopper, ISi marked, anodised (anodic coating not less than grade AC 1 O as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Single rubber stopper (HSR 12.103.1)
21
-
-
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
Profile C Fixing with adjustable lugs with split end tail to each jamb (HSR 13.3.2.1)
160.65
-
-
Providing and fixing factory made ISi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment.
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement: 3 coarse
sand: 6 graded stone aggregate 20 mm nominal size) (HSR 13.8.1)
157
-
-
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes (HSR 13.10.1)
19.06
-
-
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 5.5 mm thick glass panes (HSR 13.10.2)
5.25
-
-
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. (HSR 13.28)
11389
-
-
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) 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. Hot finished welded type tubes (HSR 13.30.1)
1706
-
-
Earth filling under floors with dune sand (tiba sand)/earth, brought from outside (any lead), in 15 cm layer including laying, dressing, watering ramming, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete (NS)
422.1
-
-
Public health work 72 to 126:-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:
All kinds of soil Pipes, cables etc, not exceeding 80 metre (HSR 4.16.1.1)
160.02
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:
All kinds of soil Pipes, cables etc. exceeding 80 mm metre (HSR 4.16.1.2)
160.02
-
-
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:
1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size) (HSR 6.1.2)
1.33
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: (HSR 6.14.1)
1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size)
0.7
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies (HSR 6.30.3)
7.01
-
-
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, over1aps, 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.
Thermo-Mechanically Treated bars of grade Fe-500D or more (HSR 6.34.6)
84
-
-
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 :
Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.22.2)
0.6
-
-
Cement Concrete 1 :8:16 Flooring Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. (HSR 10.100.2)
20.06
-
-
12 mm cement plaster of mix : 1 :6 (1 cement: 6 fine sand) (HSR 11.5.4)
3.51
-
-
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (HSR 13.27)
114
-
-
Extra for fixing and jointing union couplings in G.I. and W.I. pipelines
20 mm internal diameter (HSR 20.23.2)
6
-
-
Extra for fixing and jointing union couplings in G.I. and W.I. pipelines
25 mm internal diameter (HSR 20.23.3)
8
-
-
Extra for fixing and jointing union couplings in G.I. and W.I. pipelines
50 mm internal diameter (HSR 20.23.6)
2
-
-
Drilling and tapping cast iron pipe lines of all diameters and screwing in
ferrule and connections
Ferrule size 25 mm (HSR 20.24.4)
2
-
-
Cutting holes up to 23 cm through stone masonry or brick work in cement walls for pipes and making good including repointing, replastering and finishing according to existing finish where required
11.43 cm thick wall (HSR 20.26.1)
8
-
-
Cutting holes up to 23 cm through stone masonry or brick work in cement walls for pipes and making good including repointing, replastering and finishing according to existing finish where required
22.86 cm thick wall (HSR 20.26.2)
8
-
-
Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside buildings, including cartage from divisional stores or nearest railway station to site of works
20 mm internal diametre (HSR 20.31.2)
13
-
-
Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside buildings, including cartage from divisional stores or nearest railway station to site of works
25 mm internal diametre (HSR 20.31.3)
8
-
-
Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside buildings, including cartage from divisional stores or nearest railway station to site of works
50 mm internal diametre (HSR 20.31.6)
2
-
-
Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1 :5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1 :2:4 benchingb 12mm thick cement plaster 1 :2 with a floating coat of 1 mm thick of neat cement R.C.C. 1 :2:4 slab 100 mm thick/cement concrete topping, 50mm thick: with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per 1.5.1. specification painted with 3 coats of black bitumastic superior paint complete as per standard design
Size 600 mm X900 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with R.C.C. slab) (HSR 21.84.3)
8
-
-
Extra for every 0.30 metre depth of Inspection chamber
600 mm x 900 mm inside (HSR 21.85.3)
1.8
-
-
Providing salt glazed stone ware pipes grade 'A' in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 induding the cost of jointing materials as well as carriage, loading, unloading, stacking,
handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. (HSR 21.94.2)
150mm i/d
160.02
-
-
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 chinaware Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap (HSR 22.1.4)
1
-
-
Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. (HSR 22.15)
2
-
-
Providing and fixing white vitreous chinaware flat back half stall urinal of size 580x380x350 mm with white PVC flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required.
Single half stall urinal with manually operated5 litre P.V.C. flushing cistern and manually operated stop cock/ angle valve (HSR 22.26.2)
1
-
-
Providing and fixing floor mounted, white vitreous chinaware single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous chinaware cistern of capacity10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. (HSR 22.34)
1
-
-
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. (HSR 22.38)
1
-
-
Providing and fixing toilet paper holder C.P. brass (HSR 22.42.1)
1
-
-
Providing and fixing white vitreous chinaware flat back or wall comer type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively (HSR 22.47)
1
-
-
Providing and fixing partitions for different type of urinals.
Vitreous Chinaware Partition plate Large size 835mm x 355 mm
White (HSR 22.50.1.2.1)
1
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 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. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
Concealed work, including cutting chases and making good the walls etc.
20 mm nominal outer dia Pipes (HSR 22.86.2)
25.6
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 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. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
Concealed work, including cutting chases and making good the walls etc.
25 mm nominal outer dia Pipes (HSR 22.86.3)
16
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
External work
25 mm nominal outer dia Pipes (HSR 22.87.3)
96
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
External work
50 mm nominal outer dia Pipes (HSR 22.87.6)
64
-
-
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
25 mm nominal bore (HSR 22.103.3)
1
-
-
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931
15 mm nominal bore (HSR 22.104.1)
1
-
-
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore (HSR 22.108.1)
3
-
-
Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. (HSR 22.109)
4
-
-
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.
600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. (HSR 22.119.2)
1
-
-
Providing and fixing PTMT grating of approved quality and colour Circular type
125 mm nominal dia with 25 mm waste hole (HSR 22.123.1.2)
3
-
-
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. (HSR 22.181)
1050
-
-
Providing and fixing in position best Indian make coat and hat hooks fixed into wall with C.P. brass screws and rawl plugs etc. complete including cutting and making good the walls etc. C.P Brass
Two Way (HSR 22.212.1.2)
2
-
-
Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing.
Single Socket Type B 110 mm old SWR UPVC pipe lines laid complete (HSR 22.222.2.2)
16
-
-
Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing.
Single Socket Type B 90 mm old SWR UPVC pipe lines laid complete (HSR 22.222.2.3)
8
-
-
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. (HSR 22.209)
1
-
-
Supply of CPVC Union couplings with brass internal fittings, complete in all respect. (NS)
For 20 mm nominal outer dia Pipes
6
-
-
Supply of CPVC Union couplings with brass internal fittings, complete in all respect. (NS)
For 25 mm nominal outer dia Pipes
8
-
-
Supply of CPVC Union couplings with brass internal fittings, complete in all respect. (NS)
For 50 mm nominal outer dia Pipes
2
-
-
Supply of CPVC control valve , complete in all respect. (NS)
For 20 mm nominal outer dia Pipes
12
-
-
Supply of CPVC control valve , complete in all respect. (NS)
For 25 mm nominal outer dia Pipes
8
-
-
Supply of CPVC control valve , complete in all respect. (NS)
For 50 mm nominal outer dia Pipes
2
-
-
Supply and fixing of PVC floor traps (Heavy duty) of (3'') 90 mm o/dia outlet of Prince /Supreme/Skipper make, complete in all respect. (NS)
3
-
-
Supply and fixing of PVC gully traps (Heavy duty) of 100 mm dia size ( 4") size comlpete with PVC 12'' x 12'' cover and frame of Prince/Supreme/skipper make. (NS)
7
-
-
Providing and fixing PVC specials of Prince/Supreme/Skipper make of following sizes. (NS)
(a) Elbow (4'')
1
-
-
Providing and fixing PVC waste pipe 40 mm i/dia size of best quality, complete in all respect. (NS)
2
-
-
Electrical work 127 to 179:-
Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge.
56" (1400mm) (HSR 20.71.2)
25
-
-
Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable
1100 Volts grade in PVC Conduit etc as required.
1 run of Size 1.50 Sqmm(1/1.40mm) (HSR 23.3.6.1)
52
-
-
COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT
Wiring for Light/Fan/Call Bell Point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe.
Group A (HSR 23.4.1.1)
64
-
-
Wiring in PVC conduit system for 3- pin 5 amp. Plug point by using 2 no. 1.5 sqmm FRLS copper wire and 1 no. 1.5 sqmm FRLS copper wire for earthing , including providing 1 no. 5/6 Amp 3/5 pin socket and 1 no. 5/6 Amp switch required.
Group A (HSR 23.4.4.1)
4
-
-
Wiring in PVC conduit system for 3- pin 15 amp. Plug point by using 2 no. 4 sqmm FRLS copper wire and 1 no. 4 sqmm FRLS copper wire for earthing, including providing 1 no. 15/16 Amp 3/6 pin socket and 1 no. 15/16 Amp switch required.
Group A (HSR 23.4.5.1)
8
-
-
PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS
Supply and erection of PVC conduit pipe 1.6 mm thick , ISI marked surface/recessed in slab/wall/ceiling etc. including cost of PVC bends, inspection box and all other material required to complete the job in all respect up to the entire satisfaction of Engineer-in-Charge of work.
PVC pipe of 25 mm dia. (HSR 23.7.6.2)
26
-
-
Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cm long M.S. Road made into suitable suspension hook and erected in R.C.C.slab for the erection of fan complete with all labour and material required to complete the job. (HSR 23.8.4)
6
-
-
Providing and fixing GI concealed sheet metal boxes with inner and outerface plate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material required for the job complete in all respects. 3 Modules (HSR 23.8.10.2)
8
-
-
Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect.
5 amp 1 way switch (HSR 23.8.11.1)
8
-
-
Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect.
5 amp Socket (HSR 23.8.11.4)
8
-
-
Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. Step type Fan Regulator 2 modules 300 watt (HSR 23.8.11.7)
25
-
-
Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect.
Blanking plate (HSR 23.8.11.10)
6
-
-
Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. SPN DB Double Door 8 way ( 2 incoming and 6 outgoing) (HSR 23.22.4.2)
3
-
-
Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work.
TPN DB Horizontal type Double Door 4 way ( 8 incoming and 3phase*4 outgoing) (HSR 23.22.4.5)
1
-
-
MCCB ,DISTRIBUTION BOARDS, MCB’s, RCCB's, CHANGE OVER etc.
Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work 4 pole MCCB 6 amp to 100 amp 25 KA (HSR 23.22.1.9)
4
-
-
Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work
4 pole MCCB 200 to 250 amp, 25 KA (HSR 23.22.1.11)
2
-
-
Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:-
SP MCB 6-32 AMP (HSR 23.22.5.1)
20
-
-
Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:-
SPN MCB 6-32 AMP (HSR 23.22.5.3)
3
-
-
Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:-
40 amp to 63 amp. MCB's FOUR POLE (HSR 23.22.5.8)
2
-
-
Supply of GI pipe (B-Class) for suspension rod of ceiling fan including threading if required.
15 mm dia (HSR 23.23.2.1)
80
-
-
Supply and laying of multicore telephone cable conductor size 0.51 mm bright annealed copper conductor PVC insulated and sealed in existing pipe/channe l and making necessary connection complete in all respect up to the entire satisfaction of the Engineer-incharge of the work.
2 pair telephonewire (HSR 23.23.8.1)
16
-
-
Supply and erection of Godrej Almirah typeM.S. pedestal made of 50 mm x 50 mm x 6 mm angle iron frame with 3.00 mm thick M.S. sheet covering including shutters with suitable hinges and locking arrangement with Godrej type handle including round bars. The top covering should have downward overhang of 75 mm on all sides of pedestal,having two sets of water proof ventilation holes of suitable size on the sides , at topand bottom , each set containing four Nos. holes to discharge the heat produced by the current. The shutters fixed with rubber gasket of superior quality and of suitable size to make it water proof . The pedestal duly painted both inside and outside with two coats of approved paint and primary coat and its legs are embeded upto the entire depth in 1 :2:4 cement concrete block , projected 75 mm all around the pedestal and
and 200 mm above the ground level including the cost of all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineerin-charge of the work:-
M.S. pedestal of size 900 mm wide, 1500 mm high, 450 mm deep and bottom totally open , duly embeded in cement concrete block of size 1050 mm x 600 mm x 200 mm above ground level ,having a base of size 1200 mm x 750 mm x 250 mm below ground level . (HSR 23.27.4)
1
-
-
Earthing with G.I earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. as required. (HSR 24.1.1)
7
-
-
Extra for using salt and char coal/coke for pipe earth electrode as required. (HSR 24.1.2)
7
-
-
Earthing with G.I. earth plate 600mm x600 mmx 6 mm thick including accessories and provinding masonry enclosures with cover plate having locking arrrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as required. (HSR 24.1.3)
4
-
-
Extra for charcoal or coke and salt for G.I. plate earth electrode. (HSR 24.1.5)
4
-
-
Supplying and laying 25mmx3mmG.I.strip in 40mm dia, GI pipe as/from earth electrode including soldering etc. asrequired. (HSR 24.1.7)
29
-
-
Providing and fixing 25 mm x 3mm G.I. strip on surface or in recess for connectionsetc.asrequiredwithalllabourandmaterial. (HSR 24.1.8)
21
-
-
Providing and laying earth connections from earth electrode with 4.00mm dia G.I. wire in 15mm dia G.I. pipe from earth electrode as required. (HSR 24.1.11)
29
-
-
Providing and fixing 4.00mm dia G1.Wire on surface or in recess for loop earthing as required. (HSR 24.1.13)
10
-
-
Supply and erection of suitable compression type brass cable glands for underground Cable :-
25 sqmm to 50 sqmm cable 2 to 4 core (HR 24.2.7.3)
8
-
-
Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work.
16 sqmm (HSR 24.2.8.4)
109
-
-
Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work.
25 sqmm (HSR 24.2.8.5)
8
-
-
Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work.
50sqmm (HSR 24.2.8.7)
17
-
-
Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32 A four way connector 2 no 10 A SP MCB, end cover and all accessories as supplied by the manufacture including Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge
7 Metre Long pole with top dia 75 mm and bottom dia 150 mm with base plate of size 300 x 300 x 20 mm. (HSR 24.4.8.5)
9
-
-
S/E of mark double walled corrugated ( DWC) HDPE pipe 10 kg/sqcm, laid 0.75 Mtr. Below ground level including diging and refilling of earth including cost of suitable size socket/ cuppler for HDPE pipe including the cost of labour and material required to complete the job in all respect upto the entire satisfaction of Engineer incharge of the work.
DWC/HDPE pipe 63/50 mm outer dia/inner dia (HSR 24.5.2.3)
341
-
-
Supply installation testingan commissioning of wall free standing floor mounting dust & vermin proof compartmentalized cubical panel made out of 2 mm thick CRCA sheet required hardware 3 mm thick bakelite sheet providing all along the bus bar and cable alley separating switches compartment and supporting suitable channel duly painted by 2 coat of zinc/Red oxide primer followed by 2 coats of powder cating in grey or required shade after rinsing. the panle having PU/Neoprene rubber gasket of not less than 3 mm thickness separate detachable gland plate MS base channel hinged door with inter locking arrangement for equipment/ switch wear.Transparent arcylic sheet shall be provided in front of bus bar compartment to prevent direct access to bus bar bakelite sheet 3 mm thick for separately cable alley to BBC from switch chamber Extended solid copper bars up to cable alleys shall be provided for outgoing connection which shall be paid as extra tiems side walls and cable alley compartments shall be haiving bolted type doors with detachable extension type strcture. the panel will be complete with control wiring ( copper) and fuse protection ( only outer area on all sides shall be measured ) (NS)
10
-
-
Supply and fixing of copper bus bar duly tinned by means of SMC/DMC type insulator high tensile nuts and bolts spring washers fixing go same in existing panel including bending, cutting in required shape and size and insulation with colour coding heat srinkable PVC insulation complete in all respect. (NS)
16
-
-
Pdg. And fixing digital metering equipment for LT cubical panel consisting of 96 mm x 96 mm 0-500 V, meter with selector switch amp. Meter (of required ratio upto 600/5 amp) with selector switch and required C.Ts 3 Nos.. A set of 3 No. phase indication lamps RYB LED (NS)
1
-
-
S/E of LED tube rod ≤20watt double side connections with 4 feet long housing made of CRCA sheet steel with epoxy powder coated white after phosphochromate treatment and 2 nos. lamps push fit type white polycarbonate holders and reflector made of white powder coated CRCA sheet total system lumen of 20watt LED should be ≥2200 or above in cool day light ( 5700K to 6500K ) PF 0.95 , CRI 80 , Avg. life 50000 hours complete with mounting bracket and accessories as required with connections Make Philphis , Havells , wipro , Bajaj (NS)
38
-
-
Supply of propeller type AC ventilating fan (exhaust fan) with necessary earthing arrangements of fan with shutter complete in all respects Size 300mm(12”) sweep Make: Orient, Usha, Crompton, Khaitan, Havells. (NS)
1
-
-
Supply & erection of under ground cable lose in existing pipe or trenches complete with necessary connecitons:- Size 2x16 sqmm (Armoured) (NS)
Make: Havells, Finolex, L S Power, CCI
94
-
-
Supply & erection of under ground cable lose in existing pipe or trenches complete with necessary connecitons:- Size 4x16 sqmm (Armoured) (NS)
Make: Havells, Finolex, L S Power, CCI
367
-
-
Supply & erection of under ground cable lose in existing pipe or trenches complete with necessary connecitons:- Size 4x50 sqmm (Armoured) (NS)
Make: Havells, Finolex, L S Power, CCI
262
-
-
S/E of LED street light of system voltage ≤ 70/72 W IP 66 Multiple LED with lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen of ≤ 70 watt LED should be 8400 or above in cool day light (5700K), Lumen efficacy 110 lm/W, Power factor ≥ 0.95, CRI ≥70, Average life ≥50000 hours, complete with all acessories as required with connections. Make Havells , Bajaj , Philips. (NS)
12
-
-
S/E of Single Arm bracket 1.5mtr Long 40mm dia G.I bracket with suitable seelve as per pole top dia galvanised with all petty material required to complete the job for satisfaction of Enginneer in charge.(NS)
7
-
-
S/E of Double Arm bracket 1.5mtr Long 40mm dia G.I bracket with suitable seelve as per pole top dia galvanised with all petty material required to complete the job for satisfaction of Enginneer in charge. (NS)
2
-
-
Supply, erection of 0.51 mm jelly filled armored telephone cable laid one mtr. below ground level including the cost of digging, bricks, rawl, sand ,road crossing & laying charges, complete in all respect with the entire satisfaction of Engineer-in-charge. (i) 10 Pair
Make:- DELTON/ FINOLEX/ HAVELLES (NS)
236
-
-
Supply, erection of 0.51 mm jelly filled armored telephone cable loose in existing pipe/tranches including testing & commissing charges, complete in all respect with the entire satisfaction of Engineer-in-charge. (i) 10 Pair
Make:- DELTON/ FINOLEX/ HAVELLES (NS)
26
-
-
Supply, erection, laying and testing of D.P. including the cost of krones, base plate, 40mm dia G.I. pipe for incoming and outgoing cable and main box having locking arrangement. (i) 10 pair DP
Make:- DELTON/ FINOLEX/ KONE (NS)
1
-
-
S/E of PVC pipe of 6 kg. pressure, laid 1 metre below ground level including digging and refilling of the trech completing with joining Size 110 mm dia (NS)
52
-
-
S/E of PVC pipe of 6 kg. pressure, laid 1 metre below ground level including digging and refilling of the trech completing with joining Size 80 mm dia. (NS)
52
-
-
Pdg. and fixing of precast RCC (1:1½:3) cable route marker of size 01 mtr. Deep / 0.75 mtr. Width 0.15 mtr. Thick 0.25 mtr. Below top of side wall and proper embedded in wall. The writing words, L.T. cable on three sides of route markers including arrow on two sides with approved make of enamel paint of yellow colour including white colour Apex of approved make 6 nos. Horizontal strips for tor steel bar 8 mm dia and 6 nos. vertical tor steel bar 12 mm dia as instruction and as entire satisfaction of the Engineer in Charge of the work. (NS)
16
-
-
Evaluation Notes How It Works ?
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