Chaudhary Charan Singh Haryana Agricultural University Tender
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Costs
EMD
₹ 58,000Document Cost
₹ 5,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2022_HRY_249560_1Bid Award Id
ViewTender No
3329-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 damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) 50 mm thick (HSR 6.8.1)
4.18
-
-
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)
38.47
-
-
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)
4.18
-
-
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)
4.16
-
-
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)
9.09
-
-
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 above plinth level up to floor IV level. (HSR 6.25.2)
7.5
-
-
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)
20.81
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies (HSR 6.30.3)
56.48
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers (HSR 6.30.5)
4
-
-
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)
2117
-
-
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)
101.58
-
-
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)
68.27
-
-
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)
41.25
-
-
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)
11.52
-
-
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)
23.41
-
-
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)
23.41
-
-
Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1 :3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1 :3 (1 cement : 3 fine sand) and finished neat:
With common burnt clay non-modular brick tiles of class designation 10 (HSR 9.14.1)
9.1
-
-
Providing gola 75x75 mm in cement concrete 1: 2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1 :3 (1 cement : 3 fine sand) as per standard design :
In 75x75 mm deep chase (HSR 9.17.1)
12.8
-
-
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)
2
-
-
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)
151.64
-
-
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete :
Ridges plain (500 - 600mm) (HSR 9.34.1)
30.46
-
-
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)
7.32
-
-
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)
4
-
-
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)
311.5
-
-
Providing and laying of conglomerate floor 50mm thick cement concrete
topping 1 :2:4 (HSR 10.7)
146.23
-
-
Providing and laying of conglomerate floor 40mm thick cement concrete
topping 1 :2:4 (HSR 10.8)
27.69
-
-
Providing and laying Cement concrete flooring 1: 2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc.complete.
40 mm thick with 20 mm nominal size stone aggregate (HSR 10.10.1)
74.32
-
-
Providing a floating coat of 1.50 mm thick neat cement laid in one operation
to the topping. (HSR 10.14)
173.92
-
-
Providing and laying of brick on edge flooring with bricks of class designation 7.5 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)
73.86
-
-
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)
93
-
-
Providing and laying 80mm thick factory made cement concrete inter1ocking paver block of M -35 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 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (HSR 10.77)
4.65
-
-
12 mm cement plaster of mix : 1 :2 (1 cement: 2 fine sand) (HSR 11.5.1)
31.59
-
-
12 mm cement plaster of mix : 1 :4 (1 cement: 4 fine sand) (HSR 11.5.3)
69.58
-
-
12 mm cement plaster of mix : 1 :6 (1 cement: 6 fine sand) (HSR 11.5.4)
74.32
-
-
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)
148.09
-
-
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :
1 :3 (1 cement: 3 fine sand) (HSR 11.12.1)
22.95
-
-
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)
88.63
-
-
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 )
23.41
-
-
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)
193.05
-
-
White washing with lime to give an even shade New work (three or more coats) (HSR 11.61.1)
93
-
-
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)
193.05
-
-
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)
5.2
-
-
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)
4.4
-
-
Applying pink primer or aluminium priming coat on wood work including
preparation of surface, Knotting and stopping etc. (HSR 11.77)
4.4
-
-
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)
94.29
-
-
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)
9.06
-
-
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)
25
-
-
Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete : 150 mm (HSR 12.70.1)
5
-
-
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 :
250x16 mm (HSR 12.98.2 )
4
-
-
Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. (HSR 13.2)
200
-
-
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)
17.4
-
-
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 cementconcrete 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 )
38
-
-
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)
1.88
-
-
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)
170
-
-
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)
1082
-
-
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)
162
-
-
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)
38.28
-
-
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)
107.46
-
-
Brick jali with 22.86 cm x 11.43 cm thick alternate layers laid in cement sand mortar 1:4 using 58 numbers bricks, complete in all respect. (NS)
17.24
-
-
Providing and fixing G.I. interlocking fencing of size 3”x 3” made of 10 gauge wire fixed with G.I wire of 12 gauge/M.S. flat with M.S angle iron posts (excluding element of M.S flats and angle iron posts) including cost of G.I wire, cutting, drilling holes etc., complete in all respects as directed by Engineer-In-charge. (NS)
95
-
-
Providing and fixing marble strips of size 14 mm to 17 mm thick and 32 mm wide in cement concrete/ terrazzo flooring fixed in position, complete in all respects as per drawing and design or as directed by Engineer-in-Charge. (NS)
12.8
-
-
Providing and fixing C.I. grating over 100 mm dia rain water pipe, fixed in position, complete in all respects. (NS)
1
-
-
Public health work 66 to 96:-
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)
20.22
-
-
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 mm dia. (HSR 4.16.1.1)
30.48
-
-
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 dia. but not exceeding 300 mm dia (HSR 4.16.1.2)
45.72
-
-
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)
0.65
-
-
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)
100
-
-
Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.21.1)
6.68
-
-
Extra for specially moulded brick work in circular work such as wells, shafts, circular sumps, pumps chambers, etc. in which specially moulded or cut-bricks have to be used; but for which no centring or supports are required up to 4.5 metres internal diameter. (HSR 7.65)
6.68
-
-
Providing and laying of conglomerate floor 50mm thick cement concrete topping 1 :2:4 (HSR 10.7)
3.57
-
-
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)
1.84
-
-
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)
23.04
-
-
12 mm cement plaster of mix : 1 :2 (1 cement: 2 fine sand) (HSR 11.5.1)
17.36
-
-
Cement rendering on plaster 1 mm thick (HSR 11.52)
17.36
-
-
Stringing out A.C./P.V.C pipes and specials casting along trenches and laying the same in trenches, to correct alignment and gradients including cartage from divisional stores or nearest railway station to site of works and return of pieces of pipes to stores.
150 mm internal diameter of pipe line laid complete (HSR 20.7.5)
45.72
-
-
Jointing A.C./P.V.C. pipes and specials with cast iron detachable joints/split coupler P.V.C. joints fitted with bolts and nuts excluding cost of detachable joints/ split coupler P.V.C. joints rubber rings, bolts and nuts but including cost of labour and tools etc. and tested complete
150 mm i/d pipe (HSR 20.8.5)
5
-
-
Cutting A.C./P.V.C. pipes and specials and chipping or filing surface to a uniform finish
150 mm i/dia (HSR 20.9.5)
4
-
-
Providing and fixing Ductile Iron Double seal manhole covers and frames of 610 mm x 610 mm with locking arrangement on clear water tanks including cost of setting in Cement concrete 1 :2:4 to correct alignment and levels including carriage, loading, unloading etc. complete in all respects to
the satisfaction of Engineer-in- Charge. (HSR 20.61)
25
-
-
Providing & fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS: 1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1 :2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge (HSR 21.28)
7
-
-
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)
3
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
Internal work - Exposed on wall 25 mm nominal outer dia Pipes (HSR 22.85.3)
30.48
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
Internal work - Exposed on wall 40 mm nominal outer dia Pipes (HSR 22.85.5)
30.48
-
-
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)
30.48
-
-
Providing and fixing PTMT bib cock of approved quality and colour.
15 mm nominal bore, 90 mm long, weighing not less than 93 gms (HSR 22.111.4)
6
-
-
Supply of CPVC Union couplings with brass internal fittings, complete in all respect. (NS)
For 25 mm nominal outer dia Pipes
2
-
-
Supply of CPVC Union couplings with brass internal fittings, complete in all respect. (NS)
For 40 mm nominal outer dia Pipes
2
-
-
Supply of CPVC Union couplings with brass internal fittings, complete in all respect. (NS)
For 50 mm nominal outer dia Pipes
2
-
-
Supply of PVC pipe 6 kg/cm² pressure of ISI marked of Prince / Supreme/Skipper make (as approved by the Engineer-in-Charge). (NS)
160 mm o/dia size
45.72
-
-
Providing and fixing of PVC specials of Prince / Supreme/Skipper make as per detail given below:- (NS)
160 mm o/dia Bend
2
-
-
Supply of CPVC control valves with brass internals of Prince/Supreme/Skipper make . (NS)
25 mm dia
3
-
-
Supply of CPVC control valves with brass internals of Prince/Supreme/Skipper make . (NS)
40 mm dia
2
-
-
Supply of CPVC control valves with brass internals of Prince/Supreme/Skipper make . (NS)
50 mm dia
2
-
-
Providing and fixing in position 2.0 HP capacity single phase pumping set (Monoblock pumping set f Crompton/Kirlosker Make along with accessories, complete in all respect. (NS)
1
-
-
Electrical work 97 to 132:-
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 A (HSR 23.4.1.1)
26
-
-
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 A (HSR 23.4.4.1)
3
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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 A (HSR 23.4.5.1)
3
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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. (HSR 23.5.6.2)
1 run of Size 2.50 Sqmm(1.1.80mm)
10
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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)
10
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-
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 32 mm dia. (HSR 23.7.6.3)
5
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23.8.4 Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cm each 106 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)
1
-
-
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)
1
-
-
Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. (HSR 23.8.11.10) Blanking plate
1
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-
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. (HSR 23.22.1.9) 4 pole MCCB 6 amp to 100 amp , 25 KA
3
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-
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. (HSR 23.22.4.2)
SPN DB Double Door 8 way ( 2 incoming and 6 outgoing)
2
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-
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)
7
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-
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 blanking sheet in existing distribution board. (HSR 23.22.7)
4
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-
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 top and 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 Engineer- in-charge of the work:- (HSR 23.27.5)
M.S. pedestal of size 1200 mm wide , 1500 mm high ,450 mm deep and each 13838 bottom totally open , duly embeded in cement concrete block of size 1350 mm x 600 mm x 200 mm above ground level , having a base of size 1500 mm x 750 mm x 250 mm below ground level .
1
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EARTHING AND LIGHTENING ARRESTOR
Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. (HSR 24.1.1)
2
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EARTHING AND LIGHTENING ARRESTOR
Extra for using salt and char coal/coke for pipe earth electrode as required. (HSR 24.1.2)
2
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-
EARTHING AND LIGHTENING ARRESTOR Earthing with G.I. earth plate 600 mmx 600 mm x 6 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required. (HSR24.1.3)
2
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EARTHING AND LIGHTENING ARRESTOR
Extra for charcoal or coke and salt for G. I. plate or copper plate earth electrode. (HSR24.1.5)
2
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-
EARTHING AND LIGHTENING ARRESTOR
Supplying and laying 25mm x 3 mm G.I. strip in 40 mm dia,GI pipe as/from earth electrode including soldering etc. as required. (HSR 24.1.7)
10
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-
Providing and fixing 25 mm x 3mm G.I. strip on surface or in recess for connections etc. as required with all labour and material. (HSR 24.1.8)
10
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EARTHING AND LIGHTENING ARRESTOR
Providing and laying earth connections from earth electrode with 4.00 mm dia G.I. wire in 15 mm dia G.I. pipe from earth electrode as required. (HSR 24.1.11)
10
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LT cable
Laying of underground cable 0. 75 metre below ground level covered with sand and bricks including excavation and refilling of trenches.:- (HSR24.2.2.2)
16 Sq mm to 35 sqmm 2 to 4 Core
100
-
-
LT cable
Laying of underground cable 0. 75 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 (HSR24.2.2.3)
80
-
-
LT cable Laying of underground cable in pipe /existing open/closed trench etc as (HSR 24.2.4.2)
16 Sq mm to 35 sqmm 2 to 4 Core
30
-
-
LT cable
Laying of underground cable in pipe /existing open/closed trench etc as
50 Sq mm to 150s qmm 2 to 4 Core (HSR 24.2.4.3)
30
-
-
LT cable
Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work . (HSR 24.2.8.4)
16 sqmm
4
-
-
LT cable
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)
8
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STREET LIGHT
Supply and erection of 32mm dia metre 1.5 m long bracket (B-class) making an angle of 10° to 15° with horizontal plane for mounting street light fitting fixing of GI. bracket on wall with 2 nos. 32 mm x 3 mm thick M.S.
clamps including cost of cutting, welding of G.I. pipe complete with cement sand mixture, bolts and nuts etc. including necessary connections. (HSR 24.4.3)
8
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-
Supply and fixing of copper bus bar duly tinned by means of SMC/DMC type insulator high tensile nuts and bolts spring washers fixing to same in existing panel including bending, cutting in required shape and size and insulation with colour coding heat shrinkable PVC insulation Complete in all respect (NS)
20
-
-
Pdg. and fixing digital metering equipment for LT cubical panel consisting of 96 mm x 96mm 0-500V, Volt 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 Nos. phase indication lamp RYB LED. (NS)
1
-
-
S/E of underground cable XLPE LT CABLE aluminium ( armoured ) loose in existing pipe ,trench .(NS) 16 sqmm 2 core cable (armoured)
100
-
-
S/E of underground cable XLPE LT CABLE aluminium ( armoured ) loose in existing pipe ,trench .(NS)
50 sqmm 4 core cable (armoured)
80
-
-
S/E of AC ceiling fan capacitor type complete with shackle, 300mm down rod and regulator . {NS}
i) 1200mm sweep. Make: Usha, Orient, Crompton.
1
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-
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 Brackets & accessories as required with connections(Industrial)
Make: Philips, Havells, Wipro, Bajaj. (NS)
18
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-
S/E of LED Street Light of system voltage 70/72watt IP66 Multiple LED with Lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen 72watt LED should be 7700 or above in cool day light 5700K Lumen efficency 110lm/w. Power Factor .95 with connections street light / PCC Poles i/c 3 year defect liability period and free replacement in case of non functioning of the light fixture. (NS) Make:- Philiphs , Havell's , Wipro,Bajaj
8
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