Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | L1 | Accepted-AOC accept | |
| 2 | L2₹6.3 L+₹38,987 (6.57%)Rejected-Finance | L2 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | PSN BUILDERS L2 | UPPILIYAPPAN MANUNEEDHI L1 |
|---|---|---|---|---|---|
| 1.00 | Plain Cement Concrete 1:2:4 (one cement, two sand, four aggregate) using 20mm gauge hand broken granite stone jelly for WEARING COAT including laying to the required thickness and finising the top smooth etc., complete | 8 | M3 | 56,720 ₹56,720 Lowest | 56,720 ₹56,720 Lowest |
| 2.00 | Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two M- Sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete. | 51 | M3 | 9,129 ₹9,129 Lowest | 9,129 ₹9,129 Lowest |
| 3.00 | Earth work excavation in all types of strata for laying of pipes with the stanard trench width as per Board circular No.28/AE10/P&D /2001/dt 1.10.2001 & JCE (P&D) Lr.No.LM/AE 10/P&D/2001/Dt.22.11.2001 -100mm DI Pipe | 25 | RM | 3,675 ₹3,675 Lowest | 3,675 ₹3,675 Lowest |
| 4.00 | Supply of DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K9 AS PER IS 8329/2000 including of all charges etc complete as per standard specification. -100mm DI Pipe | 25 | RM | 33,500 ₹33,500 | 33,375 ₹33,375 Lowest |
| 5.00 | Conveying the DI pipes and specials to trench, lowering into the trenches, laying to proper grade and alignment, jointing with PVC coupler and specials fixing with neat cement paste and testing to the required pressure as per IS including conveyance of water from 1Km lead for filling during testing.- 100mm DI Pipe | 25 | RM | 425 ₹425 Lowest | 425 ₹425 Lowest |
| 6.00 | Refilling with excavated soil complying with standard specification in layers of 15cm thick well rammed and consolidated after the pipes and specials are laid and tested -100mm DI Pipe | 25 | RM | 750 ₹750 Lowest | 750 ₹750 Lowest |
| 7.00 | Earth work excavation in all types of strata for laying of pipes with the stanard trench width as per Board circular No.28/AE10/P&D /2001/dt 1.10.2001 & JCE (P&D) Lr.No.LM/AE 10/P&D/2001/Dt.22.11.2001 GI 100 mm dia | 30 | RM | 4,410 ₹4,410 Lowest | 4,410 ₹4,410 Lowest |
| 8.00 | Supply of GI rigid pipes as per IS 4985 /2000 including of all charges etc complete as per standard specification.GI 100 mm dia | 30 | RM | 30,900 ₹30,900 | 30,810 ₹30,810 Lowest |
| 9.00 | Conveying the pipes and specials to trench, lowering into the trenches, laying to proper grade and alignment, jointing with PVC coupler and specials fixing with neat cement paste and testing to the required pressure as per IS including conveyance of water from 1Km lead for filling during testing. GI 100 mm dia | 30 | RM | 810 ₹810 Lowest | 810 ₹810 Lowest |
| 10.00 | Refilling with excavated soil complying with standard specification in layers of 15cm thick well rammed and consolidated after the pipes and specials are laid and tested GI 100 mm dia | 30 | RM | 900 ₹900 Lowest | 900 ₹900 Lowest |
Tender Value
₹7.2 L
EMD Value
₹7,240
Closing Date
19 Mar 2024, 3:00 pmClosed
Executive Officer
Town Panchayat Office, Thirunageswaram
MNP Scheme water Supply Maintanance Work ( Ayyanallur Koillidam river)
2024_DTP_448901_1
83/2024
Open Tender
Civil Works
Works
60 days
Thirunageswaram Town Panchayat
MNP Scheme water Supply Maintanance Work ( Ayyanallur Koillidam river)
2 documents required · 2 mandatory
₹0
₹7,240
Yes
29 Oct 2025
15 Mar 2024
19 Mar 2024
15 Mar 2024
19 Mar 2024
15 Mar 2024
15 Mar 2024 - 19 Mar 2024
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
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 .