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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 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₹14.7 L+₹1.0 L (7.47%)Rejected-Finance SHREEJI SADAN SATYAM PARK AMARNAGAR ROAD JETPUR RAJKOT 360370 | JETPUR | RAJKOT | GUJARAT | 360370 | L2 | Rejected-Finance L2 Meeting NIT Criteria | |
| 3 | L3₹20.0 L+₹6.3 L (46.1%)Rejected-Finance 410 SHIVAM COMPLEX SHARVESHWAR CHOWK DR YAGNIK ROAD RAJKOT GUJARAT 360002 | RAJKOT | GUJARAT | 360002 | L3 | Rejected-Finance L3 Meeting NIT Criteria | |
| 4 | Rejected-Technical | - | Rejected-Technical Not Meeting NIT Criteria | |
| 5 | Rejected-Technical K 11 MAHIPALPUR NEW DELHI 110037 | NEW DELHI | DELHI | 110037 | - | Rejected-Technical Not Meeting NIT Criteria |
Tender Value
₹22.3 L
EMD Value
₹44,579
Closing Date
23 Feb 2022, 6:00 pmClosed
K.R. Autade SM(E-C)
Civil Engineering Office, Airport Colony, Rajkot Airport, Rajkot
Special Repair of Hard Stand around Fire Station at C A Rajkot
2022_AAI_103877_1
AAI/WR/RAJ/SM/EC/HS/21-22/06
Open Tender
Civil Works
Item Rate
60 days
Rajkot Airport
Refer Tender Document
15 documents required · 15 mandatory
₹1,180
₹44,579
14 Jun 2022
1 Feb 2022
28 Feb 2022
2 Feb 2022
23 Feb 2022
2 Feb 2022
2 Feb 2022 - 8 Feb 2022
Amount
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
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the Engineerin- charge. Note : 1) Excess/less cement used than specified in this item is payable/recoverable separately. M-15 grade plain cement concrete (cement content considered @ 240 kg/cum)
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately. Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer.
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)
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.
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.
Jay Prakashbhai Tilara
Arpan Engineering Co
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