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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.8 LAccepted-AOC | L1 | Accepted-AOC Agreement executed with L1 | |
| 2 | L2₹42.7 L+₹86,411.89 (2.06%)Rejected-AOC | L2 | Rejected-AOC Second lowest, hence rejected | |
| 3 | L3₹46.8 L+₹4.9 L (11.8%)Rejected-Finance | L3 | Rejected-Finance Third lowest |
Tender Value
₹45.5 L
EMD Value
₹50,000
Closing Date
21 May 2020, 6:00 pmClosed
Executive Engineer, KD Division Mancompu
Office of the Executive Engineer, KD Division Mancompu
Protecting outer bund with retaining wall and clay bund
2020_Irrig_352874_1
4/EE/KDDN/MNKP/2019-20
Open Tender
Civil Works - Water Works
Item Rate
180 days
Kavalam
Please refer Tender documents.
7 documents required · 7 mandatory
₹3,260
Yes
online
₹50,000
Yes
16 Jul 2020
28 Mar 2020
26 May 2020
28 Mar 2020
21 May 2020
28 Mar 2020
Amount
New Retaining wall
od67673/2019_2020/KP : 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,(2.6.1+20% labor for under water excavation) 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
60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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)
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)
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
Bund Rising and Geo Textile
2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
od67671/2019_2020/KP : Earth work in rough excavation in or under water or liquid mud, banking excavated clay in layers not exceeding 20 cm in depth, breaking clods, and dressing up in embankments for roads, flood banks, marginal banks and guide banks with all leads and lifts in all kinds of soil ( based on DSR 2.2.1- 2.4 - 2.5 +20% ) ( Under water excavation in stiff heavy kayal clay )
od67672/2019_2020/KP : :Strengthening the earthern bund using coir geo textile (740gsm) etc. complete including cinveyance and all other incidential charges as per the direction of the departmental officers at site
A T RAJU
CHERIAN
Bidder Name
A T RAJU
CHERIAN
sony scaria
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finance_495948.pdf
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