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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.9 CrAccepted-AOC | ₹2.9 Cr | 1 | Accepted-AOC First Lowest |
| 2 | 2₹3.1 Cr+₹22.2 L (7.68%)Rejected-AOC | ₹3.1 Cr+₹22.2 L (7.68%) | 2 | Rejected-AOC Second Lowest |
| 3 | 3₹3.2 Cr+₹31.7 L (11.0%)Rejected-AOC | ₹3.2 Cr+₹31.7 L (11.0%) | 3 | Rejected-AOC Third Lowest |
| 4 | 4₹3.5 Cr+₹57.3 L (19.9%)Rejected-AOC | ₹3.5 Cr+₹57.3 L (19.9%) | 4 | Rejected-AOC Fourth Lowest |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹3.5 Cr
EMD Value
₹1 L
Closing Date
23 Jun 2020, 4:00 pmClosed
Construction Engineer K L D C Ltd Thrissur
Construction Engineer K L D C Ltd Thrissur
Canals and Bunds.
2020_KLDC_364947_1
KLDC/ TSR/2020-21/2(11)
Open Tender
Civil Works - Others
Item Rate
545 days
Thannissery
Please refer Tender documents.
4 documents required · 4 mandatory
₹8,400
Yes
Construction Engineer K L D C Ltd Thrissur
₹1 L
Yes
13 Jan 2021
15 Jun 2020
26 Jun 2020
15 Jun 2020
23 Jun 2020
15 Jun 2020
Amount
APPENDIX A - Canals and Bunds:-Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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
Filling with available fly ash and earth ( excluding rock) in trenches or embankment in layers ( each layer should not exceed 15 cm), with intermediate layer of compacted earth ( Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer - in- charge, including compacting each layer by rolling / ramming and watering, all complete as per drawing and direction of Engineer - in-charge
Supplying and filling at site with contractors own earth suitable for filling brought from out side, levelling the top at site and banking in layers not exceeding 20 cm in depth, breaking clods, watering, ramming and dressing up in embankments for bunds,roads, flood banks, marginal banks and guide banks or filling up ground depressions, and as per the direction of officers at the site, etc, complete.
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:300 mm dia R.C.C. pipe
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:600 mm dia R.C.C. pipe
MAHIN K.
ALBIN MATHEW
P V JOHNY COMPANY
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