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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC 801 RAMESHWAR APARTMENT JALARAM T STREET NO 2 3 UNIVERSITY ROAD RAJKOT 360005 GUJRAT | RAJKOT | GUJARAT | 360005 | L1 | Accepted-AOC L1 Meeting NIT Criteria | |
| 2 | L2₹9.0 L+₹1.5 L (20.8%)Rejected-Finance 410 SHIVAM COMPLEX SHARVESHWAR CHOWK DR YAGNIK ROAD RAJKOT GUJARAT 360002 | RAJKOT | GUJARAT | 360002 | L2 | Rejected-Finance L2 Meeting NIT Criteria | |
| 3 | Rejected-Technical | - | Rejected-Technical Not Meeting NIT Criteria | |
| 4 | Rejected-Technical K 11 MAHIPALPUR NEW DELHI 110037 | NEW DELHI | DELHI | 110037 | - | Rejected-Technical Not Meeting NIT Criteria |
Tender Value
₹9.6 L
EMD Value
₹19,192
Closing Date
14 Feb 2022, 6:00 pmClosed
K.R. Autade SM(Engg-Civil)
Civil Engineering Office, Airport Colony, Rajkot Airport, Rajkot.
Widening of perimeter Road at the corners for movement of CFT at C A Rajkot Balance work
2022_AAI_102724_1
AAI/WR/RAJ/SM/EC/WPR/21-22/05
Open Tender
Civil Works
Item Rate
60 days
Rajkot Airport
Refer Tender Document
15 documents required · 15 mandatory
₹1,180
₹19,192
14 Jun 2022
24 Jan 2022
18 Feb 2022
25 Jan 2022
14 Feb 2022
25 Jan 2022
25 Jan 2022 - 31 Jan 2022
Amount
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.
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.
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)
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
Preparation and consolidation of sub grade with power road roller of minimum 8 tonnes capacity including making good the undulations etc. all complete as per the direction of Engineer-in-Charge.
Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838 all complete as per direction and satisfaction of Engg- In- Charge.
Arpan Engineering Co
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