Chaudhary Charan Singh Haryana Agricultural University Tender

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Chaudhary Charan Singh Haryana Agricultural University Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date26 Feb 2024
Closing Date17 Apr 2024
Tender Amount₹ 30,66,304 
Notes
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Costs

  • EMD

    ₹ 61,326
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 1,180

Description

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[10.13.1]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. 1. 18 mm thick

14.31

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[10.14]Providing a floating coat of 1.50 mm thick neat cement laid in one operation to the topping.

278.15

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[10.16]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.

27.55

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[10.4]Providing and laying of screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping.

124

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[10.77]Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and 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.

124.5

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[11.25.2]Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): 2. Raised and cut pointing

400

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[11.26.1]Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand): 1. Flush/ Ruled/ Struck or weathered pointing

62

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[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)

64.65

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[11.58]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

186

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[11.6.2]15 mm cement plaster on the rough side of single or half brick wall of mix : 2. 1:6 (1 cement: 6 fine sand)

369

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[11.61.1]White washing with lime to give an even shade : 1. New work (three or more coats)

619.55

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[11.68.3]Applying priming coat: 3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works

53.4

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[11.76]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.

22.5

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[11.77]Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc.

22.5

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[11.78]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.

126.36

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[11.93.1]Finishing walls with water proofing cement paint of required shade : 1. New work (Two or more coats applied @ 3.84 kg/10 sqm)

400

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[12.37.1]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: 1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

9.4

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[12.50.1]Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 1. Fixed to steel windows by welding

300

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[12.7.2.2]Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) 2.2. Kiln seasoned and chemically treated Hollock wood 30 mm thick shutters

5

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[12.98.2]Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 2. 250x16 mm

3

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[13.10.1]Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 1. 4.0 mm thick glass panes

21.75

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[13.28]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.

2260

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[13.29.1]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. 1. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete

475

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[13.3.1.1]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: 1.1. Profile B Fixing with adjustable lugs with split end tail to each jamb

172

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[13.37.2]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. 2. 80x1.20 mm M.S. laths with 1.20 mm thick top cover

17.2

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[13.39.1]Extra for providing mechanical device chain and crank operation for operating rolling shutters. 1. Exceeding 10.00 sqm and up to 16.80 sqm in the area

17.2

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[23.22.1.3]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 1.3. 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. TRIPLE POLE MCCB 16 to 100 Amp, 25 KA

1

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[23.22.4.7]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.7. 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 8 way ( 8 incoming 3phase*8 outgoing)

1

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[23.22.5.1]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.1. 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

17

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[23.22.5.3]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.3. 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

2

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[23.6.6.1]MS CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.1. Supply and erection of MS conduit pipe 1.6 mm thick , ISI marked surface/recessed in slab/wall/ceiling etc. including cost of MS bends, inspection box and all other material required to complete the job in all respect up to the entire satisfaction of Engineer-in-Charge of work. MS Pipe of 20 mm dia.

100

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[23.6.6.2]MS CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.2. Supply and erection of MS conduit pipe 1.6 mm thick , ISI marked surface/recessed in slab/wall/ceiling etc. including cost of MS bends, inspection box and all other material required to complete the job in all respect up to the entire satisfaction of Engineer-in-Charge of work. MS pipe of 25 mm dia.

35

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[23.8.10.1]FITTING AND ACCESSORIES 10.1. Providing 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. 1 & 2 Modules including combined plate for Telephone and data

3

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[23.8.10.2]FITTING AND ACCESSORIES 10.2. Providing 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. 3 Modules

1

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[23.8.10.4]FITTING AND ACCESSORIES 10.4. Providing 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. 6 Modules

11

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[23.8.11.1]FITTING AND ACCESSORIES 11.1. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. 5 amp 1 way switch

29

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[23.8.11.2]FITTING AND ACCESSORIES 11.2. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. 5 amp 2 way switch

4

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[23.8.11.3]FITTING AND ACCESSORIES 11.3. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. 15 amp 1 way switch

7

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[23.8.11.4]FITTING AND ACCESSORIES 11.4. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. 5 amp Socket

7

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[23.8.11.5]FITTING AND ACCESSORIES 11.5. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. 15 amp 6 pin Socket

7

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[24.1.1]EARTHING AND LIGHTENING ARRESTOR 1. 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.

2

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[24.1.11]EARTHING AND LIGHTENING ARRESTOR 11. 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.

15

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[24.1.13]EARTHING AND LIGHTENING ARRESTOR 13. Providing and fixing 4.00 mm dia G1. Wire on surface or in recess for loop earthing as required.

2

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[24.1.2]EARTHING AND LIGHTENING ARRESTOR 2. Extra for using salt and char coal/coke for pipe earth electrode as required.

2

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[24.2.7.3]LT CABLE 7.3. Supply and erection of suitable compression type brass cable glands for underground Cable :- 25 sqmm to 50 sqmm Cable 2 to 4 Core

2

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[24.2.8.7]LT CABLE 8.7. Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work. 50 sqmm

16

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[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil

108.3

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[4.14.1]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. 1. All kinds of soil.

30.75

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[4.6]Extra for levelling and neatly dressing of disposed soil completely as directed by Engineer-in-charge.

108.3

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[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

0.7

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[6.10]Providing and 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.

14.85

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[6.12.1]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: 1. Vertical

28.9

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[6.14.1]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 : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

44.75

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[6.16]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-III) : 3 graded stone aggregate 20 mm nominal size).

61.35

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[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete

86

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[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform

226

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[6.30.4]Centering and shuttering including strutting, propping etc. and removal of form for 4. Shelves (Cast in situ)

51

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[6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

195

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[6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts

181

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[6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level 6. Thermo-Mechanically Treated bars of grade Fe-500D or more.

4290

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[6.34.6]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. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more.

7415

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[6.8.2]Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 2. 40mm thick

14.85

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[7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand)

21

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[7.22.2]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 : 2. Cement mortar 1:6 (1 cement : 6 coarse sand)

79

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[9.10.1]Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm 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 : 1. With residual type petroleum bitumen of grade VG -10

62

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[9.11.1]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: 1. With common burnt clay non-modular brick tile of class designation 10

62

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[9.17.1]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 : 1. In 75x75 mm deep chase

31.7

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[9.18]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.

2

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[9.25.2]Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 2. 0.63 mm thick with zinc coating not less than 275 gm/m²

8.3

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[9.31]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 of the Corporation

96.2

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[9.57.2]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. 2. 110 mm diameter

14.65

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[9.58.5.2]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 10 mm gap for thermal expansion. 5.2. Bend 87.5° 110 mm bend

4

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NS items 76 to 87:- Earth filling under floor 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 (based on HSR 2021)

54.2

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Earth filling under road/parking with dune sand (Tibba sand) brought from outside (any lead) in 25 cm, layers including laying, dressing, watering, rolling with road roller to specifications/consolidating, excavation, carriage, compensation, loading and unloading complete in all respects.

22

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Providing and fixing marble strips of size 14 mm 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.

42.7

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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 Engineer-In-Charge but excluding cost of cement pointing.

30.5

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Providing and fixing C.I. grating over 100 mm dia rain water pipe, fixed in position, complete in all respects.

2

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S/E of LED tube rod =20watt double side connections with 4 feet long housing made of CRCA sheet steel with epoxy powder coated white after phosphochromate treatment and 2 Nos. lamps push fit type white polycarbonate holders and reflector made of white powder coated CRCA sheet, total system lumen of 20watt LED should be =2200 or above in cool day light ( 5700K to 6500K ) PF ) 0.95 , CRI )80 , Avg. life )50000 hours complete with mounting bracket and accessories as required with connections Make Philips , Havells , wipro , Bajaj

20

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Supply and erection of PVC unsheathed FRLS copper conductor cable single core 1100 volts grade in pipe of suitable size excluding cost and erection of pipe. Cable Size 1.5 sqmm

600

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Supply and erection of PVC unsheathed FRLS copper conductor cable single core 1100 volts grade in pipe of suitable size excluding cost and erection of pipe. Cable Size 2.5 sqmm

200

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S/E of LED street light of system voltage = 70/72 W IP 66 Multiple LED with lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen of = 70 watt LED should be 8400 or above in cool day light (5700K), Lumen efficacy ) 110 lm/W, Power factor = 0.95, CRI =70, Average life =50000 hours, complete with all acessories as required with connections. Make Havells , Bajaj , Philiphs

7

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Supply of propeller type AC ventilating fan (exhaust fan) with necessary earthing arrangements of fan with shutter complete in all respects Size 300mm(12”) sweep (Heavy Duty) 900 RPM Make: Orient, Usha, Khaitan, Crompton.

8

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Supply and erection of Under Ground cable loose in existing pipe or trenches complete with necessary connections:- Size 4x25 sqmm.(Armoured) Make: Havells, Finnolx, L.S Power, CCI

60

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Supply and erection of Under Ground cable laid 1 mtr below ground level including digging and refilling of trenches complete with necessary connections:- Size 4x25 sqmm.(Armoured) Make: Havells, Finnolx, L.S Power, CCI

150

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