Chaudhary Charan Singh Haryana Agricultural University Tender
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EMD
₹ 1,80,000Document Cost
₹ 5,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2022_HRY_248656_1Bid Award Id
ViewTender No
3323-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 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)
0.3
-
-
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 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size) (HSR 6.1.6)
0.71
-
-
Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing.
1:1½:3 (1 Cement: 1½ coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.3.1)
9.68
-
-
Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) 40mm thick (HSR 6.8.2)
69.1
-
-
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)
69.1
-
-
20 mm thick cement plaster damp-proof course 1 :3 with 2 coats of bitumen at 1.65 kg. per sqm, laid hot and sanded Vertical (HSR 6.12.1)
175
-
-
Horizontal (HSR 6.12.2)
69.1
-
-
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)
2
-
-
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)
17
-
-
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)
78.15
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and
reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.
(Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix).
All works up to plinth level (HSR 6.25.1)
27.95
-
-
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)
33.15
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies (HSR 6.30.3)
344.2
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts (HSR 6.30.6)
154
-
-
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)
15138
-
-
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)
114.15
-
-
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)
225.65
-
-
Half brick masonry with common burnt clay non-modular bricks of class designation 10.5 in foundations and plinth in:
Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.27.2)
25.75
-
-
Wall lining butch work up to 10m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1 :3 (1 Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1 :2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in-charge. (HSR 8.12)
7
-
-
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platfonns, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1 :4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels
Granite of any colour and shade
Area of slab over 0.50 sqm (HSR 8.26.2.2)
13.4
-
-
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)
332.4
-
-
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)
332.4
-
-
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)
136.25
-
-
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)
18
-
-
Providing and fixing Hi, Rib profiled sheets 0.60mm TT (Total Thickness) (only± 0.2mm tolerance allowed) Hi Tensile galvalume/Zincalume steel sheet of the approved make having a hot dip metallic Zinc-Aluminium alloy (AZ-150) coating of minimum (150 gms/sqm) with 550 Mpa yield strength of approved blue colour (RAL-5012) the colour coating shall be as per IS 15965 of SMP or Super Durable Polyester Paint XRW fixed with hex head self-drilling screw sloping roof without curvature as per approved specification, drawing and
design. (HSR 9.31)
90.3
-
-
Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS: 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x1 Ox0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing periMeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and30 mm long, the periMeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and periMeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering up to 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cut outs made with frame of periMeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charae but excludina the cost of painting with
12.5 mm thick tapered edge gypsum moisture resistant board (HSR 9.46.3)
22
-
-
Providing and Fixing 15 mm thick densifled tegular edged eco friendly light weight calcium silicate false celling tiles of approved texlure 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 densifled edges calcium silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixlures, 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 ·r, 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. (HSR 9.48)
Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/opening (cut outs) having area less than 0.30 sqm. The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection 85%, noncombustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity 0.043 w/mK.
46.15
-
-
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)
51.2
-
-
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 10mm gap for thermal expansion. Single push fit Coupler 110 mm (HSR 9.58.2.2)
18
-
-
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)
18
-
-
Re-compacting excavated soil in plinth under floors, including watering, ramming, consolidating and dressing complete (HSR 10.1.1)
379
-
-
Providing and laying of 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1 :2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1 :2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. (HSR 10.11)
309
-
-
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)
28.98
-
-
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)
284.15
-
-
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)
87.25
-
-
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)
6.5
-
-
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)
330.76
-
-
12 mm cement plaster of mix : 1 :6 (1 cement: 6 fine sand) (HSR 11.5.4)
523.3
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix : 1 :6 (1 cement: 6 fine sand) (HSR 11.6.2)
970
-
-
Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): Flush / Ruled/ Struck or weathered pointing (HSR 11.25.1)
654.75
-
-
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 )
332.4
-
-
Pointing on stone slab ceiling with cement mortar 1 :2 (1 cement : 2 fine sand): (HSR 11.29.1)
Flush/ Ruled pointing
141
-
-
Smooth finishing of the exposed surface of R.C.C. work with 10 mm thick cement mortar 1 :4 (1 Cement : 4 fine sand). (HSR 11.51)
334.6
-
-
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)
970
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade:
New work (two or more coats) over and including water thinnable
priming coat with cement primer (HSR 11.64.1)
970
-
-
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:
Water thinnable cement primer (HSR 11.67.1)
970
-
-
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)
363.3
-
-
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)
75.9
-
-
Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. (HSR 11.77)
75.9
-
-
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)
439.2
-
-
Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied@ 3.84 kg/10 sqm) (HSR 11.93.1)
523.3
-
-
Kiln seasoned and chemically treated Hollock wood 35 mm thick (HSR 12.10.2.1)
19
-
-
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)
15.35
-
-
Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete : 90 mm (HSR 12.70.3)
16
-
-
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
100x10 mm (HSR 12.99.5)
16
-
-
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)
6
-
-
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
75 mm (HSR 12.102.3)
82
-
-
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) : For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (HSR 12.157.1.1)
114
-
-
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)
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) (HSR 12.157.2.1)
114
-
-
Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade I Type II, 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.
Pre-laminated particle board with decorative lamination on both sides (HSR 12.158.2 )
16.35
-
-
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 E
Fixing with adjustable lugs with split end tail to each jamb (HSR 13.3.3.1 )
175
-
-
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)
134
-
-
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (HSR 13.29.2)
400
-
-
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)
3249
-
-
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 (HSR 13.37.1)
11.15
-
-
Providing and fixing marble strips of size 14mm to 17 mm and 40 mm wide in cement concrete pavement and road, complete in all respects as per drawing and design or as directed by Engineer-in-Charge. (NS)
225
-
-
Providing and fixing marble strips of size 14mm to 17 mm and 125 mm wide in cement concrete pavement and road, complete in all respects as per drawing and design or as directed by Engineer-in-Charge. (NS)
956
-
-
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)
688
-
-
Providing and fixing factory manufactured cement concrete 1:2:4 kerb finished smooth and of size 1’-0” x 1’-0” x 0’-6” of required shape and design fixed at ground level along with road parking, complete in all respect as directed by the Engineer-in-Charge but excluding cost of cement pointing (NS)
61
-
-
Public health work 73 to 123:-
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. All kinds of soil. (HSR 4.14.1)
19.81
-
-
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)
60.96
-
-
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)
91.44
-
-
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)
4.34
-
-
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:
1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size). (HSR 6.1.8)
1.42
-
-
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)
1.29
-
-
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)
4.13
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies (HSR 6.30.3)
31.77
-
-
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)
758
-
-
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)
0.82
-
-
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)
15.6
-
-
Providing and fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado/worktop/risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1 :3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc. (HSR 10.51)
1.95
-
-
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)
54.39
-
-
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 500x500 mm (HSR 10.63.1)
15.6
-
-
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)
275.56
-
-
12 mm cement plaster of mix :
1 :4 (1 cement: 4 coarse sand) (HSR 11.8.1)
7.98
-
-
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)
109
-
-
Extra for fixing and jointing union couplings in G.I. and W.I. pipelines
32 mm internal diameter (HSR 20.23.4)
3
-
-
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)
6
-
-
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)
4
-
-
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
32 mm internal diametre (HSR 20.31.4)
3
-
-
Making connection with the existing G.I. branch main up to 40 mm size
including cutting and threading pipe etc., complete excluding cost of tee
and long screw, but including cartage of material to site. (HSR 20.36)
1
-
-
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 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C.topping (HSR 21.84.1)
5
-
-
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
91.44
-
-
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe
40 mm dia (HSR 22.14.2.2)
2
-
-
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
-
-
Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern (HSR 22.26.3)
1
-
-
Providing and fixing toilet paper holder C.P. brass (HSR 22.42.1)
2
-
-
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)
5.79
-
-
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)
14.32
-
-
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
15 mm nominal outer dia Pipes (HSR 22.87.1)
99.06
-
-
Providing and fixing ball valve (brass) of approved quality, High or low
pressure, with plastic floats complete :
15 mm nominal bore (HSR 22.103.1)
2
-
-
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931
15 mm nominal bore (HSR 22.104.1)
3
-
-
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore (HSR 22.107.1)
2
-
-
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)
6
-
-
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)
11
-
-
Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design
150 mm diameter S.W. pipe (HSR 22.164.2)
91.44
-
-
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)
1000
-
-
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)
3
-
-
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)
15.84
-
-
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)
15.24
-
-
Providing and fixing in position Chinaware wash hand basin of Aviator-R model of Hindware make size 59.50 x 42 x 15.5 cm, complete in all respect Cat No. 91207 (NS)
2
-
-
Providing and fixing CP brass piller tap Jaquar make Model No. KUP-35021PM with 190 mm extension body. (NS)
2
-
-
Supply and fixing of PVC floor traps (Heavy duty) of 90 mm o/dia outlet of Prince /Supreme/Skipper make, complete in all respect. (NS)
6
-
-
Supply and fixing of PVC gully traps (Heavy duty) of 100 mm dia size (4") with cover and frame of Prince/Supreme/skipper make complete in all respect. (NS)
2
-
-
Supply of CPVC Union Couplings with brass internals of Prince/Supreme/Skipper make . (NS)
32 mm dia
3
-
-
Supply of CPVC control valves with brass internals of Prince/Supreme/Skipper make . (NS)
32 mm dia
3
-
-
Supply of PVC Elbow of PRINCE/ SKIPPER/SUPREME make. 4’’ i/dia (NS)
2
-
-
Providing and fixing mirror/ glass 5.5 mm thick mounted on asbestos sheet ground fixed in position by means of 4 Nos. CP brass screws and washers, rubber washer and rawl plugs embedded in wall or CP brass clamps with CP brass screws and wooden frame as required by the Engineer-in-charge, complete. Make:- SAINT GOBIAN/ ATUL/ MODI (NS)
15
-
-
Providing and fixing CP grating 5’’ dia size with anti cockroach lock of best quality, complete in all respect. (NS)
6
-
-
Providing and fixing CI Frame and cover 2'-0'' x 2'-0'' with Frame and cover. (NS)
1
-
-
Electrical work 124 to COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper
conductor cable in 1.6 mm thick PVC conduit pipe. Group B (HSR 23.4.1.2)
48
-
-
Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required
Group B (HSR 23.4.4.2)
15
-
-
Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin Modular socket and 1 no 15/16 Amp Modular switch required GI Box , modular face plate etc complete as required
Group B (HSR 23.4.5.2)
9
-
-
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 existing MS/PVC Conduit etc as required. 1 run of Size 2.50 Sqmm(1.1.80mm) (HSR 23.5.6.2)
80
-
-
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 existing MS/PVC Conduit etc as required. 1 run of Size 4 Sqmm(1/2.24mm) (HSR 23.5.6.3)
20
-
-
Supply and erection of PVC CONDUIT ISi marked (Medium) recessed in walVceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete 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)
55
-
-
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)
5
-
-
Pdg. And fixing modular type accessorism 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)
5
-
-
Pdg. And fixing modular type accessorism of approved make in existing box including fixing and making necessary connections, complete in all respect. Blanking plate (HSR 23.8.11.10)
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 6 amp to 100 amp , 25 KA (HSR 23.22.1.9)
5
-
-
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)
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 300 to 400 amp , 50 KA (HSR 23.22.1.12)
1
-
-
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 4 way ( 2 incoming and 2 outgoing) (HSR 23.22.4.1)
1
-
-
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)
2
-
-
Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole (HSR 23.22.5.1)
28
-
-
Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Double POLE (HSR 23.22.5.3)
2
-
-
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)
6
-
-
Supply of GI pipe (B-Class) for suspension rod of ceiling fan including
threading if required.
15 mm dia (HSR 23.23.2.1)
5
-
-
Supply and erection of blanking sheet in existing distribution board. (HSR 23.22.7)
19
-
-
EARTHING AND LIGHTENING ARRESTOR
Earthing with GI earth pipe 4.5 m long and 40 mm dia with masonry enclosure on the top etc. as required . (HSR 24.1.1)
9
-
-
Extra for using salt and charcoal / coke for pipe earth electrode as required. (HSR 24.1.2)
9
-
-
Providing and laying earth connections from earth electrode with 4.00 mm G.I. wire in 15 mm dia G.I. pipe from earth electrode as required. (HSR 24.1.11)
90
-
-
Providing and fixing 4.00 mm dia G1. Wire on surface or in recess for loop earthing as required. (HSR 24.1.13)
20
-
-
Laying of underground cable 1 metre below ground level covered with sand and bricks including excavation and refilling of trenches
50 Sq mm to 150 sqmm 2 to 4 Core (HSR 24.2.2.3)
120
-
-
Laying of underground cable in pipe /existing open/closed trench etc as 50 Sq mm to 150 sqmm 2 to 4 Core (HSR 24.2.4.3)
50
-
-
Supply and erection of suitable compression type brass cable glands for
underground Cable :-
10 sqmm to 16s qmm Cable 2 to 4 Core (HSR 24.2.7.2)
6
-
-
Supply and erection of suitable compression type brass cable glands for
underground Cable :-
70 sqmm to 95 sqmm Cable 3 to 3½ Core (HSR 24.2.7.4)
4
-
-
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)
56
-
-
Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work
95sqmm (HSR 24.2.8.9)
16
-
-
S/E of underground cable XLPE LT CABLE aluminium conductor armoured. (NS)
16 sqmm 4 croe cable (armoured)
150
-
-
S/E of underground cable XLPE LT CABLE aluminium conductor armoured. (NS)
95 sqmm 3.5 croe cable (armoured)
300
-
-
S/E of PVC unsheathed copper conductor cable single core 1100 volt grade in pipe of suitable size excluding cost and erection of pipe (NS) Size 1.5 sqmm (3/0.81 mm)
1950
-
-
S/E of PVC unsheathed copper conductor cable single core 1100 volt grade in pipe of suitable size excluding cost and erection of pipe (NS)
Size 2.5 sqmm (3/1.05 mm)
950
-
-
S/E of PVC unsheathed copper conductor cable single core 1100 volt grade in pipe of suitable size excluding cost and erection of pipe (NS)
Size 4 sqmm (7/0.85 mm)
90
-
-
Supply installation testing and commissioning of wall/free standing mounting dust & vermin proof compartmentalized cubical panel made out of 2 mm thick CRCA sheet, required hardware 3 mm thick backlite sheet provided all along the bus bar and cable alley separating switches compartment and supporting suitable channel duly painted by 2 caot of zine/Red oxide primer followed by 2 coats of powder coating in grey or required shade after rising, the panel having PU/Neoprene rubber gasket of not less than 3 mm thickness separate dectachable gland plate MS base channel hinged door with inter locking arrangement fo equipment/switch wear. Transarent acrylic 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 upto cable alleys shall provided for outgoing connection which shall be paid as extra items. Side wall and cable alley compartments shall be having bolted type doors with dectable extension type structure.The panel will be complete with control wiring (copper) and fuse protection (Only outer area on all sides shall be measured) (NS)
25
-
-
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 insulation with colour coding heat srinkable PVC insulation complete in all respect. (NS)
55
-
-
S/E of AC ceiling fan capacitor type complete with shackle, 300 mm down rod and regulator.
1200 mm sweep, Make : Usha, Orient, Crompton (NS)
1
-
-
S/E of AC ceiling fan capacitor type complete with shackle, 300 mm down rod and regulator.
1400 mm sweep, Make : Usha, Orient, Crompton (NS)
4
-
-
S/E of surface/wall mounted ≤20W integrated LED 4 feet fitting with Epoxy Powder coated white/Grey extruded aluminium channel housing for efficient heat dissipation. Total system lumen of 20 watt LED should be ≥2000 or above in cool day light ( 5700K to 6500K ) power factor 0.95 , CRI 80 , Average life 50000 hours complete with mounting bracket and accessories as required with connections. (Industrial) Make Philips , Havells , wipro , Bajaj ( NS )
21
-
-
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 ≤ 72 watt LED should be 7700 or above in cool day light (5700K), Lumen efficacy 110 lm/W, Power factor ≥ 0.95 with connections street light/PCC Poles with Bracket i/c 3 year defect liability period anf free replacement in case of non functioning of the light fixture. Make Havells , Wipro, Bajaj , Philips. (NS)
4
-
-
S/E 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, Havells. (NS)
2
-
-
S/E of recessed type 42 watt full window glare free opal difffuse LED panel of size 595x595 mm suitable for Armstrong/POP/GB ceiling with M.S. Powder coated white housing. Total system lumen of 42 watt LED should be 4600 or above in cool day light (5600k to 6500k), Power factor 0.95, CRI (Ra) 80, LED lamp efficiency ≥140 lm/w, Average life 50000hours, complete with all accessories as required with connections (Industrial). Make Havell's (NS)
8
-
-
Supply & Erection of 300 mm Sweep wall mounting fan with pull cord control for speed and oscillation 3 years comprehensive warranty period including the cost of all petty material required to complete the job upto entire satisfaction of Engineer-In-Charge. (NS)
5
-
-
S/E of LED 70 watt highbay enery saving environment friendly & robust with IP-65 protected LED highbay with PDC housing suitable for ceiling (surface/suspended). Total system lumns ≥ 7700 or above with coolday light (5700K to 6500K), Average life 50000hours, complete with mounting Brackets & accessories as required with connections (Industrial). Make Havell's/Philips/Bajaj/Wipro (NS)
12
-
-
Supply, erection of 0.51 mm jelly filled armored telephone cable laid one mtr. Below ground level including the cost of digging, bricks, rawl & laying charges, complete in all respect with the entire satisfaction of Engineer-In-Charge. (NS)
20 pair
Make:- DELTON/FINOLEX/HAVELLS
100
-
-
Supply, erection of 0.51 mm jelly filled armored telephone cable loose in existing pipe/trenches including testing & commissing charges, complete in all respect with the entire satisfaction of Engineer-In-Charge. (NS)
20 pair
Make:- DELTON/FINOLEX/HAVELLS
10
-
-
Supply, erection, laying and testing of D.P.including the cost of krones, base plate, 40 mm dia G.I. pipe for incoming and outgoing cable and main box having looking arrangement. (NS)
20 pair
Make:- DELTON/FINOLEX/HAVELLS
1
-
-
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