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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.5 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹23.5 L+₹1.1 L (4.70%)Rejected-AOC RAMANILAYAM H MOKERI PO | L2 | Rejected-AOC L2 | |
| 3 | L3₹23.8 L+₹1.3 L (5.99%)Rejected-Finance KERALA KL KERALA | L3 | Rejected-Finance Third lowest | |
| 4 | L4₹24.3 L+₹1.8 L (7.93%)Rejected-Finance KONHAVI MEETHAL H CHERUKARA PANTHEERANKAVE PO KAKKODI | KOZHIKODE | KERALA | 612906 | L4 | Rejected-Finance Fourth lowest | |
| 5 | L5₹24.4 L+₹1.9 L (8.62%)Rejected-Finance KADUMKEERIYIL SHOPPING COMPLEX THAMARASSERY KOZHIKODE 673573 | KOZHIKODE | KOZHIKODE | KERALA | 673573 | L5 | Rejected-Finance Fifth lowest |
Tender Value
₹27.3 L
EMD Value
₹50,000
Closing Date
10 Aug 2020, 6:55 pmClosed
Executive Engineer
Kuttiady Irrigation Project Division, Perambra, Kozhikode district, PIN - 673 525.
Rectification of Irrigation canal and bund road
2020_Irrig_374629_1
EE/KyIP/06/2020-21
Open Tender
Civil Works - Canal
Item Rate
180 days
Peruvattoor, Koyilandy, Kozhikode district
5 documents required · 5 mandatory
₹2,800
Yes
online
₹50,000
Yes
16 Oct 2020
3 Aug 2020
13 Aug 2020
3 Aug 2020
10 Aug 2020
3 Aug 2020
3 Aug 2020 - 10 Aug 2020
Amount
Appendix A:- Canal Lining work
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
2.33.1 : 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
2.33.2 : 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 60 cm girth up to and including 120 cm girth
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
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)
4.1.6 : 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 40 mm 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 : 4 graded stone aggregate 20 mm nominal size)
4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
Appendix B:- Road work
3.19.1 : Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.
4.1.B.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-V - For sub base cum drainage layer - Mix in Place Method
CHANDRAN. P.
VK BALAN
ANILKUMAR K M
Bethlahem Constructions
B ABDUL RAHIMAN
Bidder Name
VK BALAN
Bethlahem Constructions
K.P. GANESHAN
CHANDRAN. P.
B ABDUL RAHIMAN
ANILKUMAR K M
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