Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 LAccepted-AOC VRP XX 537 RAJEEV HOUSE THOZHICHAL MULAVILAKAM THIRUVANANTHAPURAM KERALA 695527 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695527 | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹13.5 L+₹14,858 (1.11%)Rejected-AOC | L2 | Rejected-AOC Second lowest | |
| 3 | L3₹13.8 L+₹48,131.55 (3.61%)Rejected-AOC | L3 | Rejected-AOC Third lowest | |
| 4 | L4₹14.1 L+₹82,315.53 (6.18%)Rejected-Finance KERALA KL | ERNAKULAM | KERALA | 680667 | L4 | Rejected-Finance Highest |
Tender Value
₹15.5 L
EMD Value
₹38,747
Closing Date
1 Jul 2024, 6:00 pmClosed
Executive Engineer
O/o Executive Engineer,HEDivision,TVPM,Vizhinjam
GENERAL-UCR in Thiruvananthapuram District-Improvements to Pulluvettu Kanjikuzhy Road and construction of internal road for fishermen housing complex at Karode in Karod panchayath in Neyyatinkara LACSecond phase-General Civil Work-.
2024_HED_677239_1
HED/CEHED/TR/1013/2023_5_1_1/2
Open Tender
Civil Works - Roads
Item Rate
120 days
Karod panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹38,747
Yes
22 Aug 2024
22 Jun 2024
3 Jul 2024
22 Jun 2024
1 Jul 2024
22 Jun 2024
Amount
Interlock
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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.
Concreting work
2.2.1:Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil
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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
GSB for base of interlock
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
Rajendran
MUHAMMED FAYAS E
SANTHOSHKUMAR R S
Bidder Name
Rajendran
SANTHOSHKUMAR R S
RENJITH R A
MUHAMMED FAYAS E
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1053132.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .