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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 | Admitted-Finance | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹11,500
Closing Date
23 Jan 2020, 3:00 pmClosed
The Director, ICAR-IIHR, Hesaraghatta, Bangalore.
ICAR-INDIAN INSTITUTE OF HORTICULTURAL RESEARCH HESSARAGHATTA LAKE POST, BANGALORE-560 089.
Construction of Seed Threshing floor in Block-VIII at ICAR IIHR Hesaraghatta
2020_DARE_533675_1
F.No.5-131/2019-20/SP/
Open Tender
Civil Works
Works
60 days
ICAR-IIHR, Hesaraghatta
Please refer Tender documents
3 documents required · 3 mandatory
₹0
₹11,500
Yes
31 Jan 2020
7 Jan 2020
25 Jan 2020
7 Jan 2020
23 Jan 2020
7 Jan 2020
Excavation work 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 1.0mts., including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m – all kinds of soil, for levelling and preparation for providing floor concrete For foundation
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work upto plinth level, 1:4:8 (1 Cement : 4 coarse sand: 10 graded stone aggregate 40mm nominal size)
For foundationof stone work
For floor base& Ramp
Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) for coping on stone walls
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 all kinds of soil for below floors
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 for below floors
Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete-Thermo Mechanically Treated bars- ISI (with test certificate)
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 centring, 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.“Excess/ less cement used as per design mix is payable/recoverable separatelyAll works upto plinth level
Providing 20 mm cement plaster of mix with a floating coat neat cement of mix 1:6 (1cement: 6 fine sand)
on floors
Coping on stone work
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :Flush/ Ruled pointing for one out side of
Structural steel work welded in built up sections, trusses and framed work, railing work including cutting, hoisting, fixing in position providing screws, bolt & nuts etc., and applying a priming coat of approved steel primer all complete for five roof truss i) M.S. angle 40 mm x 40 mm @ – 3.00kg/mt x 124mts for vertical, horizontal members
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give even shade including a coat of steel primer for truss and vertical member
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge1.20 mt height fencing Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
Manjunath HC
SUBRAMANYAM CONSTRUCTIONS
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