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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAdmitted-Fee/PreQual/Technical/Finance CHENNAI | CHENNAI | TAMIL NADU | 600001 | ₹6.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.0 L+₹41,583.59 (6.33%)Admitted-Fee/PreQual/Technical/Finance CHENNAI | CHENNAI | TAMIL NADU | 600001 | ₹7.0 L+₹41,583.59 (6.33%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.7 L+₹1.2 L (17.7%)Admitted-Fee/PreQual/Technical/Finance | ₹7.7 L+₹1.2 L (17.7%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹8.2 L+₹1.6 L (24.0%)Admitted-Fee/PreQual/Technical/Finance | ₹8.2 L+₹1.6 L (24.0%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | A Santhi L3 | K BOOBALAN L2 | S Keerthika L4 | K Selvam L1 |
|---|---|---|---|---|---|---|---|
| 1.01Reconstruction of Weir Munn Eri in Thirunanthipuram Panchayat Vikravandi Block | |||||||
| 1.02 | Earthwork excavation for foundation in all soils except hard rock and full depth as directed by the departmental officers requaring blastering including, shoring, shutting,balming out water wherever necessary etc.Complete as per standard specification. | 151.75 | Sq.m | 245.32 ₹37,226.61 | 221.58 ₹33,624.76 | 258.5 ₹39,227.38 | 208.39 ₹31,623.18 Lowest |
| 1.03 | Earthwork excavation for foundation in all soils except hard rock and full depth as directed by the departmental officers requaring blastering including, shoring, shutting,balming out water wherever necessary etc.Complete as per standard specification. | 96.54 | Sq.m | 245.32 ₹23,682.75 | 221.58 ₹21,391.33 | 258.5 ₹24,955.59 | 208.39 ₹20,117.97 Lowest |
| 1.04 | Supplying and filling in foundation and basement with clean M.Sand in layer of not more than 15cm thick well rammed watered and compacted etc.Complete complying with standard specication | 15.12 | cum | 1,854.24 ₹28,036.16 | 1,674.8 ₹25,322.98 | 1,953.93 ₹29,543.42 | 1,575.11 ₹23,815.66 Lowest |
| 1.05 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. | 30.24 | Sq.m | 5,308.05 ₹1,60,515.41 | 4,794.37 ₹1,44,981.75 | 5,593.43 ₹1,69,145.32 | 4,508.99 ₹1,36,351.86 Lowest |
| 1.06 | Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. | 54.61 | Cu.m | 5,564.12 ₹3,03,856.35 | 5,025.65 ₹2,74,450.75 | 5,863.26 ₹3,20,192.63 | 4,726.51 ₹2,58,114.71 Lowest |
| 1.07 | Centering for soffits of reinforced cement concrete slab for plain surface including strutting unto 3m height using MS Sheets of size 90X60cm and PG 10gauge stiffened with MS Angles of size 25X25X3mm laid over silver oak joist of size 10cmX6.5cm, spaced at 90cm c/c and supported by casurina props of size 10 to 13cm dia, spaced at 75cm c/c and complying with standard specification and as directed by the departmental officers. | 35.3 | Cu.m | 509.18 ₹17,973.88 | 459.9 ₹16,234.47 | 536.55 ₹18,940.21 | 432.53 ₹15,268.31 Lowest |
| 1.08 | Centering for soffits of reinforced cement concrete slab for plain surface including strutting unto 3m height using MS Sheets of size 90X60cm and PG 10gauge stiffened with MS Angles of size 25X25X3mm laid over silver oak joist of size 10cmX6.5cm, spaced at 90cm c/c and supported by casurina props of size 10 to 13cm dia, spaced at 75cm c/c and complying with standard specification and as directed by the departmental officers. | 87.31 | Cu.m | 509.18 ₹44,456.07 | 459.9 ₹40,153.87 | 536.55 ₹46,846.18 | 432.53 ₹37,764.19 Lowest |
| 1.09 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. | 5.12 | Cu.m | 6,523.62 ₹33,400.91 | 5,892.3 ₹30,168.58 | 6,874.35 ₹35,196.67 | 5,541.57 ₹28,372.84 Lowest |
| 1.10 | Refilling the Basement with Excavated earth other than Complying Specification | 50.58 | Cu.m | 42.64 ₹2,156.76 | 38.51 ₹1,947.84 | 44.93 ₹2,272.56 | 36.22 ₹1,832.01 Lowest |
Tender Value
₹8.4 L
EMD Value
₹8,390
Closing Date
21 Sept 2026, 3:00 pmClosed
BDO BP
PANCHAYAT UNION, VIKRAVANDI
VIK/SFC(INT)2026-27/THIRU
2026_RDTN_704720_1
VIK/SFC(INT)2026-27/THIRU
Open Tender
Civil Works
Works
VIKRAVANDI
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹8,390
Yes
21 Sept 2026
15 Sept 2026
21 Sept 2026
15 Sept 2026
21 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Reconstruction of Weir Munn Eri in Thirunanthipuram Panchayat Vikravandi Block | - | - | - | - |
| 1.02 | Earthwork excavation for foundation in all soils except hard rock and full depth as directed by the departmental officers requaring blastering including, shoring, shutting,balming out water wherever necessary etc.Complete as per standard specification. | 151.75 | Sq.m | 263.78 | ₹40,028.62 |
| 1.03 | Earthwork excavation for foundation in all soils except hard rock and full depth as directed by the departmental officers requaring blastering including, shoring, shutting,balming out water wherever necessary etc.Complete as per standard specification. | 96.54 | Sq.m | 263.78 | ₹25,465.32 |
| 1.04 | Supplying and filling in foundation and basement with clean M.Sand in layer of not more than 15cm thick well rammed watered and compacted etc.Complete complying with standard specication | 15.12 | cum | 1,993.81 | ₹30,146.41 |
| 1.05 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. | 30.24 | Sq.m | 5,707.58 | ₹1,72,597.22 |
| 1.06 | Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. | 54.61 | Cu.m | 5,982.92 | ₹3,26,727.26 |
| 1.07 | Centering for soffits of reinforced cement concrete slab for plain surface including strutting unto 3m height using MS Sheets of size 90X60cm and PG 10gauge stiffened with MS Angles of size 25X25X3mm laid over silver oak joist of size 10cmX6.5cm, spaced at 90cm c/c and supported by casurina props of size 10 to 13cm dia, spaced at 75cm c/c and complying with standard specification and as directed by the departmental officers. | 35.3 | Cu.m | 547.5 | ₹19,326.75 |
| 1.08 | Centering for soffits of reinforced cement concrete slab for plain surface including strutting unto 3m height using MS Sheets of size 90X60cm and PG 10gauge stiffened with MS Angles of size 25X25X3mm laid over silver oak joist of size 10cmX6.5cm, spaced at 90cm c/c and supported by casurina props of size 10 to 13cm dia, spaced at 75cm c/c and complying with standard specification and as directed by the departmental officers. | 87.31 | Cu.m | 547.5 | ₹47,802.23 |
| 1.09 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. | 5.12 | Cu.m | 7,014.64 | ₹35,914.96 |
| 1.1 | Refilling the Basement with Excavated earth other than Complying Specification | 50.58 | Cu.m | 45.85 | ₹2,319.09 |
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