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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | L2₹9.5 L+₹20,922.46 (2.24%)Rejected-Finance KATHANAPARAMBIL PUTHENVELIKKARA COCHI MUNICIPAL CORPORATION KOCHI | KOCHI | ERNAKULAM | KERALA | L2 | Rejected-Finance REJECTED | |
| 3 | Rejected-Technical KERALA KL | KASARAGOD | KERALA | 670511 | - | Rejected-Technical L3 NOT QUALIFIED |
Tender Value
₹10.7 L
EMD Value
₹26,800
Closing Date
13 Nov 2019, 11:00 amClosed
SUPERINTENDING ENGINEER
Kochi Municipal Corporation Park Avenue Ernakulam, Kochi 682011
Kochi Municipal Corporation S.1777/20 DRAIN RAISING AT PULLONTHODU JOINING PORTION OF L.B.S ROAD WITH INTERLOCKING TILES AND BANGLOVE ROAD,L.B.S ROAD DRAIN AND COVERING SLAB IN DIV 37
2019_LSGD_316165_1
Kochi Municipal Corporation S.1777/20
Open Tender
Civil Works - Canal
Item Rate
120 days
Ernakulam
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,800
Yes
online
₹26,800
Yes
20 Feb 2020
5 Nov 2019
15 Nov 2019
5 Nov 2019
13 Nov 2019
5 Nov 2019
Amount
Renovation
od117028/2019_2020 : DE SILTING<br>Earth work excavation by mechanickal means ( Hydraulic excavator ) / manual means in foundation trenches or drains ( not exceeding 1.5 m or 10 sqm on plan ) in or under water and or liquid<br>Details of 1 CUM<br>MACHINEREY
od202476/2019_2020 : Labour/coolie engaged for cleaning waste from road, drain, canal, water tank, septic tank, leach pit, soak pit, pre-cast cover slab removing, refixing at correct position etc. complete.
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)
15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
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
od117920/2019_2020 : Details cost of 1 CUM Providing and laying in position specified grade of Re in forced cement concrete , including the cost of centering , shuttering and excluding the cost of re in force ment - All work up to plinth level 1 : 1.5 : 3 ( 1 cement . 1.5 course sand . 3 greaded stone aggregate 20 mm nominal size . For pre cast cover slab .
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
16.9 : Scarifying metalled (water - bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.
50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. 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
51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
od276333/2019_2020 : Providing and laying 80mm 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 and shape,laid in required colour and pattern over and including 75mm thick compacted bed of 6mm, filling the joints with fine sand etc.all complete as per the direction of Engineer-in-charge
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)
BENEESH KR
AJAS K A
Bidder Name
BENEESH KR
AJAS K A
VIMAL KUMAR T G
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