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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.5 L+₹18,390.82 (1.49%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹12.6 L+₹24,285.35 (1.97%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹13.1 L+₹81,418.47 (6.60%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹14.1 L+₹1.8 L (14.7%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹14.3 L
EMD Value
₹35,800
Closing Date
20 Oct 2020, 5:00 pmClosed
Assistant Executive Engineer
AEE2 Main office Thiruvananthapuram Corporation
Project No.364/20-21- various road interlocking,Eurocon paving and reconcreting in Vattiyoorkavu ward
2020_LSGD_391069_1
TVPM corp /AEE2/364/20-21
Open Tender
Civil Works - Roads
Item Rate
120 days
Thiruvananthapuram Corporation
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,500
Yes
online
₹35,800
Yes
17 Jan 2021
12 Oct 2020
22 Oct 2020
12 Oct 2020
20 Oct 2020
12 Oct 2020
Amount
Drain
15.2.1 : 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)
2.6.1 : 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
4.1.8 : 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 : 8 graded stone aggregate 40 nominal size)
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
5.1.2 : 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 :3 graded stone aggregate 20 mm nominal size
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
Re-concrete
4.1.8 : 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 : 8 graded stone aggregate 40 nominal size)
4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Interlock
50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
15.2.1 : 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)
16.68 : Providing and laying 60 mm 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 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
11.20.3 : Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement
4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
SURESH V
Sukumaran B
SHANDAS. K.G
BABU SUKUMARAN NADAR
L.SELVAN
Bidder Name
Sukumaran B
MADHU P
SURESH V
BABU SUKUMARAN NADAR
L.SELVAN
SHANDAS. K.G
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