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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC 22045 R 100 M S PANJIPILLAI GINDADA P O KERALA | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.3 L+₹26,041 (2.60%)Rejected-AOC KERALA KL KERALA | L2 | Rejected-AOC L2 | |
| 3 | L3₹12.5 L+₹2.5 L (24.9%)Rejected-AOC MIHAD HOUSE PURAKKAD POST PAYYOLI KOZHIKODE | L3 | Rejected-AOC L3 | |
| 4 | L4₹13.1 L+₹3.1 L (31.1%)Rejected-AOC | L4 | Rejected-AOC L4 |
Tender Value
₹11.4 L
EMD Value
₹28,574
Closing Date
27 Aug 2024, 6:55 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer KyIP Canal Sub division Vatakara
KyIP ACP PLAN 2024-25-Rectification of Mudappilavil Distributory canal between Ch.0/900 km and ch.1/300km
2024_Irrig_686785_1
IRR/PI/TR/2989/2024_5_2_1/1
Open Tender
Civil Works - Canal
Item Rate
180 days
Mudappilavil
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹28,574
Yes
7 Feb 2025
19 Aug 2024
29 Aug 2024
19 Aug 2024
27 Aug 2024
19 Aug 2024
19 Aug 2024 - 27 Aug 2024
Amount
Demolishing
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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)
15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
14.17: Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
Rectification of Flume
2.33.3:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 120 cm girth up to and including 240 cm girth
7.1.1: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) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 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).
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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
13.3.1:20 mm cement plaster of mix:1:4 (1 cement : 4 fine sand)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
Foot slab
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
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
VK BALAN
P.T.USMAN
SIJITH P K
Bidder Name
VK BALAN
P.T.USMAN
SIJITH P K
BAIJU
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1068636.pdf
boq_comp_chart.xlsx
xlsx
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