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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.7 LAccepted-AOC | L1 | Accepted-AOC the labour contracting society eligible for a price preference up to 1 percentage over the quoted amount of lowest bidder | |
| 2 | L2₹21.1 L−₹1.6 L (7.00%)Rejected-AOC | L2 | Rejected-AOC The Contractor has executed the agreement | |
| 3 | L3₹22.0 L−₹65,897.75 (2.90%)Rejected-AOC | L3 | Rejected-AOC The Contractor has executed the agreement |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
25 Apr 2025, 1:00 pmClosed
Executive Engineer
MVIP Division no 3 muvattupuzha
G E N E R A L C A D W M S Y S T E M CORRECTION System correction of Naduvakkad Distributary canal from Ch 1190 m to 5750 m General Civil Work
2025_Irrig_757856_1
IRR/PII/TR/3454/2024_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
300 days
Naduvakkadu, Paigotoor GP
please refer tender documents
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
10 Jul 2025
3 Apr 2025
28 Apr 2025
3 Apr 2025
25 Apr 2025
3 Apr 2025
Amount
Rectification of Canal
2.33.1: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.Beyound 30 cm girth up to and including 60 cm girth
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
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
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, 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)
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)
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)
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
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
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
22.26:Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.
OD39306/2024-2025:Engaging coolie for clearing aqueduct, flume Siphon etc as per the direction of deptl. officers at site.
SATHEESH KUMAR K K (BID ID -2201942)
ERNAKULAM DISTRICT LABOUR CONTRACTING COOPERATIVE SOCIETY LIMITED (BID ID -2192705)
Bidder Name
M A JOSE
ERNAKULAM DISTRICT LABOUR CONTRACTING COOPERATIVE SOCIETY LIMITED
SATHEESH KUMAR K K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1231495.pdf
boq_comp_chart.xlsx
xlsx
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