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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC 24 GROUND FLOOR PUJIT PLAZA SECTOR 11 CBD BELAPUR NAVI MUMBAI 400614 | THANE | MAHARASHTRA | 400614 | ₹2.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.1 Cr+₹18.4 L (9.39%)Rejected-AOC | ₹2.1 Cr+₹18.4 L (9.39%) | L2 | Rejected-AOC L2 |
| 3 | L3₹2.1 Cr+₹18.8 L (9.62%)Rejected-AOC | ₹2.1 Cr+₹18.8 L (9.62%) | L3 | Rejected-AOC L3 |
| 4 | L4₹2.5 Cr+₹56.5 L (28.9%)Rejected-AOC | ₹2.5 Cr+₹56.5 L (28.9%) | L4 | Rejected-AOC L4 |
| 5 | L5₹2.6 Cr+₹62.7 L (32.0%)Rejected-AOC | ₹2.6 Cr+₹62.7 L (32.0%) | L5 | Rejected-AOC L5 |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
9 Jan 2020, 6:00 pmClosed
SM (E-C)
Civil Airport, Gorakhpur
Provision of Road for RCS Flight Operation at Kushinagar Airport, Kushinagar
2019_AAI_37613_2
2019/AAI/GKP/KUS/Civil
Open Tender
Civil Works
Item Rate
90 days
Kushinagar
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,180
Revenue Collection, Lucknow Airport A/C
₹4.8 L
17 Sept 2020
30 Dec 2019
14 Jan 2020
30 Dec 2019
9 Jan 2020
30 Dec 2019
30 Dec 2019 - 8 Jan 2020
Amount
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 earth with lead upto 50 metres.
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. a) With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
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.
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg I sqm
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg I sqm
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
Providing and layingSemi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-inCharge. 50 mm compacted thickness with bitumen of grade VG30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats)
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)
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineerin- Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern
BAJRANG NIRMAN PVT LTD
SHIVAM ENTERPRISES
M/S ALOK SRIVASTAVA
M/s Anil Enterprises
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