Chaudhary Charan Singh Haryana Agricultural University Tender
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Costs
EMD
₹ 30,000Document Cost
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Description
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Contact
Tender Id
2019_HRY_92777_1Bid Award Id
ViewTender No
3105Tender Authority
Chaudhary Charan Singh Haryana Agricultural University ViewPurchaser Address
-Website
http://https://www.hau.ac.in/
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Documents
BOQ Items
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Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m (a) soft/loose soil {HSR 6.25(a)}
370.48
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Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth.{HSR 10.28}
13.73
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Pre-cast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey {HSR 10.77}
1.72
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Pre-cast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in tiles and channels and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey. {HSR 10.78}
1.75
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Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement , but including centring and shuttering, laid in position , complete in all respects (HSR 10.82)
6.08
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Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns,(square or rectangular) battens and lintels etc., excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects (HSR 10.86)
9.51
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Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc., excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects,(For work upto 1.5 metres below ground level). {HSR 10.90}
12.03
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Extra over item Nos. 10.79 to 10.94 , if 1:1.5:3 mix is used, instead of 1:2:4 {HSR 10.95(a)}
27.62
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Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate with 2 coats of bitumen 20/30 penetration at 1.65 kg per sqm laid hot and sanded {HSR 10.114)
13.38
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Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in pavements, roads, taxi-tracks and runways, laid to required slope and camber, including consolidation, finishing and tamping complete. (HSR 10.132)
19.45
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First class brick work laid in cement sand mortar 1:6 in foundation and plinth (HSR 11.2)
24.32
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First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level (HSR 11.7)
18.3
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Providing 5.72 cm brick dalli facing with brick size 22.86 cm X 11.43 cm X 5.72 cm thick to be obtained after cutting of bricks laid in cement sand mortar 1:3 on RCC lintels, beams fascia etc. including centring and shuttering complete (HSR 11.98)
10.21
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Terracing consisting of tiles 22.86 cm X 11.43 cm X 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and an other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 kg per sqm on top of R.C.C slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc (HSR 13.13)
43.47
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Providing and fixing cast iron rain water non pressure pipe, I.S.I. mark with ears with screw and wooden plugs fixed on wall face including filling joints with spun-yarn and cement mortar 1:2 excluding head and shoe, etc. {HSR 13.45(a)} (a) 100 mm dia pipe
7.92
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Extra over rate of item nos. 13.43 and 13.45(a) in case lead joints are used instead of cement joints {HSR 13.46(a)}
(a) 100 mm interna dia
4
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Providing and fixing C.I. plain bends in position with gutter, etc. {HSR 13.49(a)}
(a) for 100 mm dia pipe
2
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Top khurra 0.6 m X 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16 (HSR 13.50(a)}
2
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Bottom khurra on ground 1.2 m X 0.6 m consisting of brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cement plaster 1:3 (HSR 13.57)
2
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Cement concrete 1:2:4 gola 10 cm X 10 cm quadrant along junction of roof with parapet wall finished smooth, where specially specified (HSR 13.64)
26.82
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Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling (HSR 14.1)
228.06
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Conglomerate floor 50 mm thick in 2 coats, under layer 40 mm thick of cement concrete 1:2:4 and top layer 10 mm thick 1:1.5 cement grit ( 1 Part of cement : 1.5 part of stone grit).(based on HSR 14.10)
43.47
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18 mm thick grey polished skirting or dado consisting of bottom layer of 15 mm thick cement sand plaster 1:3 and finished with 3 mm thick topping of neat cement rubbed and polished including rounding off junction with floors (HSR 14.18)
8.63
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12 mm thick cement plaster 1:6 on walls {HSR 15.7}
145.86
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15 mm thick cement plaster 1:6 on the rough side of single or half brick wall (HSR 15.12)
187.2
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10 mm thick cement plaster 1:4 on underside of ceiling (HSR 15.52)
43.47
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Striking joints in lime or cement on brick and tile walls {HSR 15.69(a)}
110.28
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Cement pointing 1:2 flush on flat brick flooring (HSR 15.71)
43.47
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Cement pointing on stone slab pavement with cement mortar 1:2 (HSR 15.73)
50.07
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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 :- (HSR 15.77(a)
(a) vertical
31.02
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Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping, etc. (HSR 16.2)
11.35
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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 16.3)
100.35
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White washing three coats (HSR 16.48)
216.27
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Proving and fixing 35 mm thick glazed door and windows shutters of commercial hard wood such as hollock, champ, chikrassy and chaplash, etc. ( non-coniferous timber other than teak confirming to I.S. specifications No. 1003 kiln seasoned), with vertical styles and rails, as specified in the statement no.1 ( attached in the end of this chapter), with glass panes of 4 mm thickness , tongued and grooved including the cost of iron hinges , screws, chocks/cleats, stops , etc., complete fixed in position excluding the cost of tower bolt and handles but including the labour for fixing the same {HSR 17.30(a)+17.24(c)}
(b) 35 mm thick ( 4 mm thick glass panes)
6.5
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Providing and fixing sliding bolt with nuts and screws, etc., complete (HSR 17.83(b)(ii)}
(b) aluminium (ii) size 250 mm X 16 mm
1
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Factory manufactured solid flush door shutters, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part I and II, fixed in position, including iron hinges, screws, chocks/cleats and stops, etc., (excluding the cost of any fittings other than specified above, but including labour for fixing the same in position)-
(a) commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges :- {HSR 17.93(a)}
(iii) 35 mm thick
4.73
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Structure steel work in angles, tees and flats, welded including cutting fixing all gusset plates, bolts, nuts, welding rod, etc. with hoisting and creating in position:-
For roof trusses, well kerbs, plates and trussed girders, etc., of any span for buildings and bridges. (HSR 18.7)
13.68
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Wrought iron and mild steel (using angles, flats square bars. tees and channels) ladders, grills, gratting frames, window guards, iron door openable or fixed stair case or parapet or any other type of railing , gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR 18.12)
5.88
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Supplying, hoisting and placing in position tubular trusses including runners, purlins, consisting of steel tubes conforming to I.S. specifications of tested quality duly welded with fillet welds 6 mm thick through-out including wind bracing. Open end of pipe sealed with 3 mm thick plate including the cost of nuts and bolts where bolts connections are specified at flange joints including one coat of ready mixed red oxide zink cromate primer of approved quality assembling and fixed in position complete in all respect (HSR 18.14)
42.14
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Fe-500 D TMT steel bars for R.C.C., works, where not included in the complete rate of R.C.C. , including bending ,binding and placing in position complete (HSR 18.22)
28.93
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Supplying and fixing glass panes including special metal sash putty of approved make {HSR 18.30(b)}
(b) glass panes 4 mm thick, exceeding 40 sq dm areas
5.57
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Pressed steel sheet frames (chowkhats), consisting of 2.00 mm thick steel sheet of the specified section, including iron lugs (hold fasts, iron hinges, confirming to PWD specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready mixed paint red led non-setting primer of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame, and cement concrete 1:3:6 for lugs, complete:- {HSR 18.34(a)}
(a.) door and window frame of size 89mmx 50mm with 40mm wide single rebate.
39
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Pressed steel sheet frames (chowkhats), consisting of 2.00 mm thick steel sheet of the specified section, including iron lugs (hold fasts, iron hinges, confirming to PWD specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready mixed paint red led non-setting primer of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame, and cement concrete 1:3:6 for lugs, complete:- {HSR 18.34(c)}
c. door and window frame of size 127mmx 50mm with 40mm wide double rebate..
9.75
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Earth filling under floors with dune sand (tiba sand), brought from outside (any lead), in 15 cm layer including laying, dressing, watering ramming, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete (NS)
114.04
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Providing and fixing marble strips of size 14 mm to 17 mm thick and 40 mm wide in floor fixed in position, complete in all respects as per drawing and design or as directed by Engineer-in-Charge (NS)
82.6
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Providing and fixing marble strips of size 14 mm to 17 mm thick and 80 mm wide in cement concrete pavement and road fixed in position, complete in all respects as per drawing and design or as directed by Engineer-in-Charge
296.5
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Providing and fixing IRC fabric of size 25 X 25 mm, made of 3.25 mm diameter wire, in steel frame with 3 mm thick flat iron cover moulding of 12.5 mm width fixed with machine screws, welded, complete in all respects (excluding steel frame) (NS)
306.6
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Providing and fixing 0.60 mm thick high strength galvanized colour coated steel sheets having trapezoidal profiles of approved make (I.S.I. mark) in roofing, at all height, fixed in position with self drilling screws of approved shape and make, complete in all respects as per drawing & manufacture’s specifications and instruction of Engineer-in-Charge. (NS)
281.02
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EI work item 52 to 79:-
Supply and erection of blanking sheet in existing distribution board (HSR 31.16)
1
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MINIATURE CIRCUIT BREAKER AND ISOLATOR:(HSR 31.17)
Supply and erection of miniature circuit breaker/isolator 240/415 V in the existing distribution board including making necessary connections (a) Miniature Circuit Breakers of 9 K.A. breaking capacity
(ii)6-32 amp. SP MCB SP
12
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(iii) 40 to 63 amp. TPN MCB
1
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Supply and eraction of fitting Accessories Supply and eraction of hexgonal M.S. box 1.60 mm thick having each side 8 cms, 7.5 cms deep, top covered with M.S lid by means of crews including 10 iomm dia 30 mm long mild steel rod made into suitable suspension hook and erected in R.C.C. slb for ecreation of fan, the bottom covered with 3 mm thick bakelite sheet with suitable holes, painting etc. complete with all labour and material required to complete the job.(HSR31.18(xxvi)
2
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PIPE LAYING: Supply and erection of pipe for wiring purposes including bends inspection boxes etc. where necessary and painting as required :-(HSR 31.21)
(xv) Heavy gauge welded conduit pipe 20 mm dia 1.60 mm thickness on surface
50
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(xvi) Heavy gauge welded conduit pipe 25 mm dia 1.60 mm thickness on surface
15
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(xxi)Heavy gauge welded conduit pipe 20 mm dia 2.00 mm thickness flushed
30
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(xxii) Heavy gauge welded conduit pipe 25 mm dia 2.00 mm thickness flushed
15
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EARTHING (HSR 31.22)
(i) Earthing with G.I. earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. as required
1
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(xii) Pdg. and laying earth connections from earth electrode with 4.00 mm dia G.I. wire in 15mm dia G.I. pipe from earth electrode as required.
7
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(xvi) Pdg. and fixing 4.00 mm dia G.I. wire on surface on inrecess for loop earthing as required
2
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Supply and erection of underground cable loose in existing pipe or trenches complete with necessary connections.(HSR 31.26)
(xL)16 sq mm 4 Core cable
20
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Supply and erection of suitable compression type brass cable glands for underground cable (HSR 31.28)
(ii)10 sqmm to 16 sqmm cable 2 to 4
1
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S/E of PVC unsheathed copper conductor cable single core 1100 volt grade in pipe of suitable size excluding cost and erection of pipe (HSR 31.40)
(i) Size 1.5 sqmm(3/0.81mm)
300
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(ii) 2.5 sqm wire
300
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S/E 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 upto the entire satisfaction of the engineer-in-charge of the work (HSR 31.41)
(v) 4-way, TPN Box Horizontal
1
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S/E of PVC conduit pipe ISI marked (medium ) recessed in wall/ceiling etc.including cosst of PVC bends, inspection box and all other material required to complete the job in all respect upto to the entire satisfection of the Engineer-in charge of the work (HSR 31.44) (b) 25 mm diea
50
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Providing and fixing modular tye accessoriesm of approved make in existing box including fixing and making necessary connections, complete in all respecct.(HSR31.56)
(a) 10 Amp. Switch
18
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20 amp.switch
11
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10 amp. Socket
1
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16 amp. socket
11
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Fan regulator
2
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Blinking plate
5
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Pdg. and fixing GI concealed sheet metal boxes with inner and outer face 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. (HSR 31.57) 3 Moules
11
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8 Modules
2
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12 Modules
1
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S/E of 5 Star AC ceiling fan capacitor type complete with shackle, 300mm donw rod etc. (i) 1200mm sweep, Make: Usha, Orient, Crompton(NS)
2
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S.I.T.C. of surface/wall mounted LED ≤ 20 watt 4 feet long fitting with epoxy powder coated white/Gray extruded aluminium channel housing for efficeint heat dissipation. Total system lumen of 20 watt LED should be ≥ 2000 or above in cool day light(5700 K to 6500 K) powder factor ≥0.95 CRI ≥ 80, Average life ≥ 50000 connection Make Philips, Havells, Wipra, Bajaj, HPL(NS)
15
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