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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | L2₹11.2 L+₹31,564.74 (2.90%)Rejected-Finance | L2 | Rejected-Finance REJECTED | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 REJETED | |
| 4 | Rejected-Technical | - | Rejected-Technical L6 REJECTED | |
| 5 | Rejected-Technical | - | Rejected-Technical L3 REJECTED |
Tender Value
₹12.5 L
EMD Value
₹31,300
Closing Date
10 Oct 2020, 3:00 pmClosed
SUPERINTENDING ENGINEER
Kochi Municipal Corporation Park Avenue Ernakulam, Kochi 682011
Kochi municipal Corporation S.122/21 Tile paving and renovation of drain at Bhagat Singh road,construction of drain and tile paving at Janatha road 23 and improve facility to L.M.Paily road bylane in Div 52 (RE-ETENDER)
2020_LSGD_364592_2
Kochi municipal Corporation S.122/21
Open Tender
Civil Works - Canal
Item Rate
90 days
Ernakulam
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,800
Yes
online
₹31,300
Yes
30 Nov 2020
1 Oct 2020
12 Oct 2020
1 Oct 2020
10 Oct 2020
1 Oct 2020
Amount
raising side wall & tile paving
od640945/2020_2021 : Earthwork in excavation for in or under water/or liquid mud including pumping out water as required
15.60 : 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
2.8.1 : 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 up to 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
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)
4.3.1 : 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)
13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.18 : Neat cement punning
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
od640946/2020_2021 : Man coolies engaged.
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)
16.78.3 : 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
od669352/2020_2021 : Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
4.1.4 : 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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
ARUN B
Riju Jacob
SINTHIL.KM
BAIJU A A
Laiju Devassy
VINOY ANTONY
Bidder Name
SINTHIL.KM
VINOY ANTONY
Riju Jacob
Renjish G
BAIJU A A
ARUN B
Laiju Devassy
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