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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAdmitted-Finance | ₹4.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.9 Cr+₹29.4 L (6.32%)Admitted-Finance | ₹4.9 Cr+₹29.4 L (6.32%) | L2 | Admitted-Finance |
| 3 | L3₹4.9 Cr+₹29.5 L (6.36%)Admitted-Finance PLOT 41 PHASE 1A RAJKISHOR NAGAR LINGAYDIH RAJKISHOR NAGAR BILASPUR CHHATTISGARH 495006 | BILASPUR | CHHATTISGARH | 495006 | ₹4.9 Cr+₹29.5 L (6.36%) | L3 | Admitted-Finance |
| 4 | L4₹5.2 Cr+₹53.3 L (11.5%)Admitted-Finance | ₹5.2 Cr+₹53.3 L (11.5%) | L4 | Admitted-Finance |
| 5 | L5₹6.2 Cr+₹1.5 Cr (32.8%)Admitted-Finance 24 GROUND FLOOR PUJIT PLAZA SECTOR 11 CBD BELAPUR NAVI MUMBAI 400614 | THANE | MAHARASHTRA | 400614 | ₹6.2 Cr+₹1.5 Cr (32.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Vinayak Infra Signs and Projects Pvt Ltd L5 | METAL ENGINEERING L3 | Suresh Construction Company L2 | WESTERN OUTDOOR STRUCTURES PRIVATE LIMITED L4 | DEEP CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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.
2.6.1 All kinds of soil | 15,960 | cum | 57 ₹9,09,720 | 90 ₹14,36,400 | 50 ₹7,98,000 Lowest | 70 ₹11,17,200 | 100 ₹15,96,000 |
| 2.00 | Carriage & Disposal of soil moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading and labelling within airport premises upto 3 to 4 Km, complete as per directions of Engineer-in-charge. | 17,320 | cum | 111 ₹19,22,520 | 110 ₹19,05,200 | 60 ₹10,39,200 | 110 ₹19,05,200 | 47 ₹8,14,040 Lowest |
| 3.00 | Construction of granular sub-base by providing close graded Material conforming
to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed
material by tippers to work site, for all leads & lifts, spreading in uniform layers of
specified thickness with motor grader on prepared surface and compacting with
vibratory power roller to achieve the desired density, complete as per
specifications and directions of Engineer-in-Charge.
With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having
CBR Value-20 | 13,428 | cum | 2,779 ₹3,73,16,412 | 2,329 ₹3,12,73,812 | 2,480 ₹3,33,01,440 | 2,310 ₹3,10,18,680 | 2,050 ₹2,75,27,400 Lowest |
| 4.00 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. | 6,480 | cum | 3,149 ₹2,04,05,520 | 1,829 ₹1,18,51,920 Lowest | 2,150 ₹1,39,32,000 | 2,310 ₹1,49,68,800 | 2,250 ₹1,45,80,000 |
| 5.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 43,200 | Sqm | 20 ₹8,64,000 | 66 ₹28,51,200 | 6 ₹2,59,200 Lowest | 60 ₹25,92,000 | 35 ₹15,12,000 |
| 6.00 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. | 1,400 | cum | 201 ₹2,81,400 | 81 ₹1,13,400 | 61 ₹85,400 Lowest | 150 ₹2,10,000 | 320 ₹4,48,000 |
Tender Value
₹5.0 Cr
EMD Value
₹10.0 L
Closing Date
3 Oct 2020, 6:00 pmClosed
SM (E-C)
AAI, Kushinagar Airport, Kushinagar
Construction of RESA (CBR Value 15 to 20) at both end of runway at Kushinagar International Airport, Kushinagar (UP)
2020_AAI_58615_1
AAI/KUSHI/ENGG/
Open Tender
Civil Works
Works
60 days
Kushinagar Airport
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,180
Revenue collection (Lucknow Airport)
₹10.0 L
4 Nov 2020
28 Sept 2020
6 Oct 2020
28 Sept 2020
3 Oct 2020
28 Sept 2020
28 Sept 2020 - 3 Oct 2020
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. 2.6.1 All kinds of soil
Carriage & Disposal of soil moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading and labelling within airport premises upto 3 to 4 Km, complete as per directions of Engineer-in-charge.
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20
Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.
Suresh Construction Company
METAL ENGINEERING
WESTERN OUTDOOR STRUCTURES PRIVATE LIMITED
Vinayak Infra Signs and Projects Pvt Ltd
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