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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC | ₹1.0 Cr | L1 | Accepted-AOC L1. Hence, awarded. |
| 2 | L2₹1.1 Cr+₹4.5 L (4.38%)Rejected-Finance | ₹1.1 Cr+₹4.5 L (4.38%) | L2 | Rejected-Finance L2. Hence, rejected. |
| 3 | L3₹1.1 Cr+₹10.5 L (10.2%)Rejected-Finance | ₹1.1 Cr+₹10.5 L (10.2%) | L3 | Rejected-Finance L3. Hence, rejected. |
| 4 | L4₹1.2 Cr+₹16.5 L (16.1%)Rejected-Finance NO 5 8 KANKATTI ALA PERIYAKUTTY MADUVU POST VAZHAPPADI TALUK SALEM 636101 | SALEM | SALEM | TAMIL NADU | 636101 | ₹1.2 Cr+₹16.5 L (16.1%) | L4 | Rejected-Finance L4. Hence, rejected. |
| 5 | Not Admitted-Fee | - | - | Not Admitted-Fee EMD/Instrument is not valid |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
12 Apr 2019, 6:00 pmClosed
AGM Engg C
Asst. General Manager Engg (Civil) Airports Authority of India Tuticorin Airport, Tuticorin-628 103
Construction of Fire pit, Bomb cooling pit and connecting Approach roads at Tuticorin Airport
2019_AAI_24769_1
Construction of Fire Pit, Bomb Cooling pit and con
Open Tender
Civil Works
Item Rate
150 days
Tuticorin
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,180
AAI
₹2.4 L
Yes
30 Jun 2021
29 Mar 2019
22 Apr 2019
29 Mar 2019
12 Apr 2019
29 Mar 2019
29 Mar 2019 - 10 Apr 2019
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a)1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm 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 : a) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand)
Consolidation of sub grade with power road roller of 8 to 12 tonne capacity including making good the undulations with earth, watering, re-rolling the sub grade etc.
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.
Providing and laying 100mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
Reinforced cement concrete work in walls (any thickness), including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts.
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
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing high impact Polypropylene reinforced cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses) including cutting sheets to size and shape wherever required.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
M Sindhu
Sri Ganapathy Infrastructure Pvt Ltd
selliamman constructions private limited
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