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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.0 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹17.0 L+₹1.0 L (6.34%)Accepted-AOC | 2 | Accepted-AOC not L1 |
Tender Value
₹12.8 L
EMD Value
₹25,587
Closing Date
10 Nov 2017, 6:00 pmClosed
AGM (E-C)-III
AGM (E-C)-III, AAI, Vijayawada
Civil works
2017_AAI_3635_2
AAI/VIJ/AGMEC-III/W-05/2017
Open Tender
Civil Works
Works
30 days
Tirupati
Please refer Tender documents.
8 documents required · 8 mandatory
₹590
AAI
₹25,587
22 Jan 2020
1 Nov 2017
14 Nov 2017
1 Nov 2017
10 Nov 2017
1 Nov 2017
1 Nov 2017 - 10 Nov 2017
Amount
CIVIL WORKS
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
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. In cement mortar
Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
CARRIAGE OF MATERIALS By Mechanical Transport including loading, unloading and stacking lead up to 3Km Lime, moorum, building rubbish
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.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
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 : 4 graded stone aggregate 20mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form work for all heights: walls(any thickness) including attached pilasters, buttresses, plinth and string courses etc.
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.
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Dark shade pigmen using ordinary cement.
Cement concrete 1:2:4(1cement:2coarse sand:4 graded stone stone aggregate 40mm nominal size) in pavements, laid to required slope and chamber in panels as required including consolidated finishng and tamping complete.
Providing, laying, spreading and compacting graded stone aggregate(size range 53 mm to 0.075 mm ) to wet mix macadam (WMM)specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
G HEMANTH REDDY
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