Guru Jambheshwar University Of Science And Technology Tender
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Costs
EMD
₹ 61,881Document Cost
₹ 5,000Tender Fee
₹ 1,180
Summary
Reconstruction Of Rotary Chowk Or Roundabout Near Administrative Block In The Premises Of Gju S And T At Hisar
Description
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Contact
Tender Id
2024_HRY_364555_1Bid Award Id
ViewTender No
20245BC11E62 3539 417D 8B9B D9AB0BF25A801129GJUTender Authority
Guru Jambheshwar University Of Science And Technology ViewPurchaser Address
-Website
http://https://haryana.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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[HSR 13.29.2]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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
2584.66
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[HSR 13.41]Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories and stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
608
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[HSR 20.115.1]Supplying, erection, testing and
commissioning of horizontal motor
pumping set for clear water having head
20.00 m as per the indicated requirements
of discharge in LPM and power capacity
in BHP as per IS marked. 1. Discharge Capacity (LPM) 400 Power Capacity (BHP) 3
1
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[HSR 21.84.1]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 benching 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 I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 1. 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
8
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[HSR 22.222.1.1]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. 1.1. Single Socket Type A 160mm o/d SWR UPVC pipe lines laid complete
160
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[HSR 22.87.3]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings This includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge. External work 3. 25 mm nominal outer dia Pipes
50
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[HSR 22.98.1]Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 1. 25 mm nominal bore
2
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[HSR 23.22.4.3]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.3. Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. SPN DB Double Door 12 way ( 2 incoming and 10 outgoing)
1
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[HSR 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
11
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[HSR 23.22.5.4]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.4. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 40 amp to 63 amp. Double pole
1
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[HSR 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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[HSR 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.
50
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[HSR 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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[HSR 24.2.4.1]LT CABLE 4.1. Laying of underground cable in pipe /existing open/closed trench etc as required:- 2.5 Sq mm to 10 Sq mm 2 to 4 Core
120
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[HSR 24.5.2.2]MISCELLANEOUS ITEMS 2.2. S/E mark double walled corrugated (DWC) HDPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work. DWC/HDPE pipe 50/40 mm outer dia/ inner dia
120
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[HSR 24.8.2]RCC FOUNDATIONS FOR OCTAGONAL POLES 2. Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 4m high pole
7
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[HSR 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.
39.86
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[HSR 4.16.1.2]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 : 1.2. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
160
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[HSR 4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
39.86
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[HSR 5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar
20.47
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[HSR 5.70]Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
20.47
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[HSR 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)
27.36
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[HSR 6.1.6]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: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
64.22
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[HSR 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)
38.73
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[HSR 6.15.1]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. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
20.08
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[HSR 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).
0.33
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[HSR 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
62.09
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[HSR 6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
38.86
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[HSR 6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform
1.44
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[HSR 6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers
119.45
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[HSR 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.
7500
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[HSR 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.
2000
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[HSR 6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
4.66
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[HSR 7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
47.57
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[HSR 8.26.2.2]Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, 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. 2.2. Granite of any colour and shade Area of slab over 0.50 sqm
76.4
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[NS Item] Supply and erection of P.U Painted 4 Mtr. Decorative Pole made out of GI Pipe as per our Cat no.( VSTP-21) with M.S Base Plate Ø345x12mm. casting on joint ,inbuilt control box at the bottom of the pole for space for housing MCB and terminal strips etc.
Specification of pole section :-
1. 1st Section - Ø114.3 x 1000mm
2. Ø 60.1x 3000mm.
3.With Foundation Bolt 16x450x4 Nos
Without Light With Polyurthane Painted as per your given color shade With Electrical Accessories like - Bakelite Sheet and Wire etc.
7
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[NS Item] SITC of Post Top LED Light 50W as per Cat. No. VSTP PT-01 S) fixture made of aluminum Die Cast housing with front opening PC Diffuser having IP65 protection, PF).90 , Lumen-110/w with High Efficiency LED, THD-10%, potted driver with 6kva surge Protection ,with 2 year warranty.
7
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[NS Item] Supply of 10sqmm 4core Power Cables multi stranded Aluminium conductor, XLPE Insulated, cores laid up PVC tape / Extruded Inner sheath Armour, FRLS at outersheath,1100V grade as per IS 7098(Part 1) 1988 with uptodate amendments.Make:-Havells,Grandley Polycab,KEI).
120
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[NS Item] Supply of 2Cx1.5 Sqmm Copper PVC Cable .Make:-Havells, Grandley Polycab, KEI.
150
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[NS Item] SITC LED PAR : Light Source: 54x3W RGBW LEDs Lamp life : 50,000 hrs Input Voltages: AC90-260V 50/60Hz Power Consumption: 160W Strobe: high speed white color or color changing strobe with 1- 13Hz frequency range Dimmer: 0-100% electronic dimming Light Angle: 25° CRI - =90 Control: DMX512, master-slave and sound activated or auto operation Channels: 7 DMX channels USITT DMX-512 Other Functions: LED display, IR Remote control (optional), automatic operation with built-in programs, efficient low noise cooling system IP65 Finish – Black Certification: CE
4
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[NS Item] SITC of LIGHT CONTROLLER• DMX channel: 1024.• Fixture: 96.• Channels for each fixture: 40 primary plus 40 fine tune.• Library: Avolite Pearl R20 library supported.• Scene: 60.• Scenes to run simultaneously: 10 • Shapes for each scene: 5.• Scene step:600 • Time control of scenes: Fade in/out, LTP slope • Shape generator: Shapes of Dimmer, Pan/Tilt, RGB, CMY, Color, Gobo, Iris and Focus .• Master slider: Global, playback, fixture .• USB Memory: FAT32 supported approx..• IP-20 , Certification: CE
1
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