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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.7 CrAccepted-AOC | ₹1.7 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹1.8 Cr+₹15.7 L (9.47%)Rejected-Finance | ₹1.8 Cr+₹15.7 L (9.47%) | 2 | Rejected-Finance L2 |
| 3 | 3₹1.9 Cr+₹24.4 L (14.7%)Rejected-Finance | ₹1.9 Cr+₹24.4 L (14.7%) | 3 | Rejected-Finance L3 |
Tender Value
₹1.7 Cr
EMD Value
₹50,000
Closing Date
21 Mar 2020, 11:00 amClosed
Superintending Engineer
Office of the Superintending Engineer, N H South Circle, Thiruvananthapuram
Traffic safety 2019 20 NH 66 old NH 47 Improvement of berm with interlock work at Ch.423500 424 300 Kakkazham ROB to Valanjavazhi Jn LHS RHS and in front of Kakazham LPS RHS of Kakkazham ROB in Alappuzha District
2020_PWD_350032_1
18/SENH/SC/2019-20 dated 12/03/2020
Open Tender
Civil Works - Highways
Item Rate
180 days
Kakkazham
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,515
Yes
online
₹50,000
Yes
9 Jun 2020
12 Mar 2020
24 Mar 2020
12 Mar 2020
21 Mar 2020
12 Mar 2020
Amount
Appendix A Improvement of berm with interlocking tile work
3.6 : Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
4.2.A.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-III -For lower sub base - Mix in Place Method<br>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. Grading-III -For lower sub base - Mix in Place Method
55.22 : Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
12.8.B : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
MOHAMMED KUMHI B.K
PALATHRA CONSTRUCTIONS PVT LTD
Bidder Name
MOHAMMED KUMHI B.K
R.SABU
PALATHRA CONSTRUCTIONS PVT LTD
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