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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance KALANAHALLI VILLAGE SHIVAKOTE POST HESARAGHATTA HOBLI BANGALORE NORTH BANGALORE 560089 | BANGALORE | BANGALORE NORTH | KARNATAKA | 560089 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Rejected-Technical 22 21 KALENAHALLI SHIVAKOTE POST HESARAGHATTA HOBL BANGALORE 560089 | BANGALORE | BENGALURU URBAN | KARNATAKA | 560089 | Rejected-Technical Experience of completed similar works in govt. departmentrs not satisifed. |
Tender Value
Refer Docs
EMD Value
₹11,000
Closing Date
9 Jan 2023, 3:00 pmClosed
The Director, ICAR-IIHR, Hesaraghatta, Bangalore.
ICAR-INDIAN INSTITUTE OF HORTICULTURAL RESEARCH HESSARAGHATTA LAKE POST, BANGALORE-560 089
Construction of Sheet Structure Field lab at Block-V at Pesticide residue field trial of Size 08 mt x 03 mt x tapering side height 2.5 mt to 3mt at center at ICAR IIHR Bangalore
2022_DARE_729931_1
F.No.5-87/2022-23/SP/
Open Tender
Civil Works
Works
60 days
ICAR-IIHR, Hesaraghatta, Bangalore
Please refer Tender documents
3 documents required · 3 mandatory
₹0
₹11,000
Yes
23 Jan 2023
17 Dec 2022
11 Jan 2023
17 Dec 2022
9 Jan 2023
17 Dec 2022
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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. All kinds of soil For wall foundation
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone- III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
For wall foundation
For Floors
For plinth protection
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)
Centering and shuttering including strutting, propping etc. and removal of form for
For Plinth slab
For lintel
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size
For floors
All round on wall
For plinth
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe- 500D or more.
For lintel
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 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) for cut lintel
Providing and constructing concrete block masonry using 150x200x400 mm solid core compact concrete block (Grade C - 50Kg/Cm2) in CM 1:6 including all scaffolding, curing, etc. complete
For walls
Providing Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster for floors, walls, plinth protection
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, etc. complete. Hot finished welded type tubes
1.MS hollow section 80 x 40 mm – 5.34 kg/mt for purlins x 36 rmt
2.M.S. Sq 10mm solid rod – 0.78kg/mt x 168 mt For window grill
3.MS flat 20 mm flat 3 mm thick 0.50 kg per mt x 16 mts for all round the solid rod
4.MS hollow section 25mm x 25 mm @ 1.69kg/mt x 45 mt for widow sheet work as chajja
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete tiled shaped as per approved sample
For roof, ridge
For chajja Factory pressed bent to shape as approved sample
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture for purlins and doors, window grill (Asian Tractor / Jonson Nicholson / Berger )
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface Water thinnable cement primer (Asian Tractor / Jonson Nicholson / Berger )
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats (Asian Tractor / Jonson Nicholson / Berger )
Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (Asian Tractor / Jonson Nicholson/Berger)
Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer
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 upto 1.5 m.
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, tamping compacting with steel rammers, below floors etc., lead upto 50 m and lift upto 1.5 m All kinds of soil
Providing and fixing aluminium work for windows, with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : Powder coated aluminium (minimum thickness of powder coating 50 micron)
For window frames (three track frame) for outer member
For shutters of doors, windows including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) For sliding windows shutters including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of PVC/Neoprene gasket as required
Top and bottom x Sides x center x for fixing mesh and glass
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness (weight not less than 10 kg/ sqm) plain glass (Modi guard / Saint Gobain)
Supplying fixing standard star lock for sliding window shutters as per approved sample
Supplying and fixing with close nit SS mesh as per approved sample for aluminium shutters
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m all kinds of soil
G.Rajanna
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