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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.0 LAccepted-AOC | 1 | Accepted-AOC Agreement executed | |
| 2 | 2₹15.0 L+₹1,358.50 (0.09%)Rejected-AOC | 2 | Rejected-AOC Agreement executed with lowest | |
| 3 | 3₹15.7 L+₹72,990.50 (4.87%)Rejected-AOC | 3 | Rejected-AOC Agreement executed with lowest | |
| 4 | 4₹15.8 L+₹79,220.50 (5.29%)Rejected-AOC | 4 | Rejected-AOC Agreement executed with lowest |
Tender Value
₹19.8 L
EMD Value
₹29,650
Closing Date
4 Dec 2021, 6:00 pmClosed
Executive Engineer
O/o Executive Engineer,HEDivision,TVPM,Vizhinjam
Coastal roads
2021_HED_455424_1
11/EE/2021-22/S
Open Tender
Civil Works - Roads
Item Rate
120 days
Poonthura Ward in Thiruvananthapuram LAC
Please refer Tender documents.
7 documents required · 7 mandatory
₹3,260
Yes
₹29,650
Yes
27 Dec 2021
22 Nov 2021
8 Dec 2021
22 Nov 2021
4 Dec 2021
22 Nov 2021
Amount
Road work
3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
4.1.A.1 : Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I.P.C.C grade M 10 (i)Nominal mix 1:3:6
11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4)
Filling
51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
Scarifying Tar road
3.15 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>
BIJU U
Shaji sivanandan
Thomas Jacob
Bidder Name
Rajendran
Shaji sivanandan
BIJU U
Thomas Jacob
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finance_651571.pdf
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