Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC ARIYALUR | TAMIL NADU | 608901 | ₹9.3 L | L1 | Accepted-AOC Work Order Approved |
| 2 | L2₹9.5 LRejected-Finance | ₹9.5 L | L2 | Rejected-Finance Highest Rate |
| Sl No | Description | Qty | Unit | Chinnusamy P L1 | K.Rajavel L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B | 1 | M3 | 0.1 ₹0.1 Lowest | 0.1 ₹0.1 Lowest |
| 2.00 | First depth of 0 to 2m | 35 | M3 | 245 ₹8,575 Lowest | 245 ₹8,575 Lowest |
| 3.00 | Cement concrete 1:4:8mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum. | 3 | M3 | 5,403.14 ₹16,209.42 Lowest | 5,403.14 ₹16,209.42 Lowest |
| 4.00 | Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. | 1 | M2 | 0.1 ₹0.1 Lowest | 0.1 ₹0.1 Lowest |
| 5.00 | I) PLAIN SURFACE | 1 | M2 | 0.1 ₹0.1 Lowest | 0.1 ₹0.1 Lowest |
| 6.00 | a) Below G.L | 18 | M2 | 1,023.1 ₹18,415.8 Lowest | 1,023.1 ₹18,415.8 Lowest |
| 7.00 | b) G.L to 3.30m | 23 | M2 | 1,023.1 ₹23,531.3 Lowest | 1,023.1 ₹23,531.3 Lowest |
| 8.00 | c) 3.30m to 4.30m | 6 | M2 | 1,023.1 ₹6,138.6 Lowest | 1,023.1 ₹6,138.6 Lowest |
| 9.00 | d) 6.30m to 7.30m | 6 | M2 | 1,023.1 ₹6,138.6 Lowest | 1,023.1 ₹6,138.6 Lowest |
| 10.00 | e) 8.30m to 9.30m | 6 | M2 | 1,023.1 ₹6,138.6 Lowest | 1,023.1 ₹6,138.6 Lowest |
Tender Value
₹11.4 L
EMD Value
₹11,400
Closing Date
15 Sept 2025, 3:00 pmClosed
EO
Velur TP Office
Construction of 30000 Liter Capacity OHT Ward No.1 in Velur Town Panchayat
2025_DTP_603644_1
389/2025/a1
Open Tender
Civil Works
Works
180 days
Velur
As Per Tender Notice
3 documents required · 3 mandatory
₹0
₹11,400
Yes
21 Mar 2026
14 Sept 2025
15 Sept 2025
14 Sept 2025
15 Sept 2025
14 Sept 2025
14 Sept 2025 - 15 Sept 2025
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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 [email protected].