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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹15.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹18.3 LAdmitted-Fee/PreQual/Technical/Finance ERODE 638 002 | ERODE | TAMIL NADU | 638002 | ₹18.3 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹18.4 LAdmitted-Fee/PreQual/Technical/Finance 145 B SOUTH MASI STREET TENKASI DISTRICT | TENKASI | TAMIL NADU | 627412 | ₹18.4 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Guna Construction L3 | R SURESHMANI L2 | M/S ASL ENTERPRISE L1 |
|---|---|---|---|---|---|---|
| 1.00Construction of 30000 Litres OHT Tank (12m stagging hight) at Kuttakandur in Mittalam Panchayat | ||||||
| 2.00Earth work excavation for foundation in all classes of soils and sub soil to full depth except in hard rock requiring blasting but inclusive of shoring strutting if required for the sides of foundation. | ||||||
| 3.00 | 1st depth | 45.5 | Cum | 263.78 ₹12,001.99 Lowest | 264 ₹12,012 | 276.4 ₹12,576.2 |
| 4.00 | Supplying and filling in foundation and basement with good sand in layers not more 15 cm thick including ramming, watering and compacting etc.complete complying to standard specification | 1.94 | Cum | 2,068 ₹4,011.92 | 2,068 ₹4,011.92 | 1,297.36 ₹2,516.88 Lowest |
| 5.00 | Cement Concrete 1:4:8 mix using 40 mm HBG metal for foundaion including watering wherever necessary and laid in layers of not more than 15cm thick. Compacting etc. | 2.9 | Cum | 5,442 ₹15,781.8 | 5,442 ₹15,781.8 | 4,738.19 ₹13,740.75 Lowest |
| 6.00 | Supplying and Fabricating and placing in position MS Steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire all floors etc. | 5 | MT | 92,000 ₹4,60,000 | 91,500 ₹4,57,500 | 87,994.97 ₹4,39,974.85 Lowest |
| 7.00centering for soffits of RCC members or plane surfaces including shuttering, strutting to centering and providing supports etc completefor the following members using MS sheets of size 90 cm x 60 cm BG 10 gauge stiffened with welded M.S angles of size 25x25x3mm laid over silver oak (country wood) joist of size 10x6.5 cm (spaced @ about 90 cm c/c ) and supported by casurina props of 10 to 13 cm dia ( spaced at 75cm C/C ) and as directed by the officers | ||||||
| 8.00For Plan surface | ||||||
| 9.00 | Below GL | 17.54 | Sqm | 1,095 ₹19,206.3 | 1,095 ₹19,206.3 | 428.7 ₹7,519.4 Lowest |
| 10.00 | From GL to 3.30 | 23.51 | Sqm | 1,095 ₹25,743.45 | 1,095 ₹25,743.45 | 473.82 ₹11,139.51 Lowest |
Tender Value
Refer Docs
EMD Value
₹37,100
Closing Date
11 Aug 2026, 3:00 pmClosed
The BDO (VP),Madhanur
The BDO (VP),Madhanur
Tirupattur District Construction of 30000 Litres OHT Tank (12m stagging hight) at Kuttakandur in Mittalam Panchayat at Madhanur Block Under 14th CFC (SAVING FUND) -2025-26
2026_RDTN_688265_1
B1/687/2026
Open Tender
Civil Works - Others
Item Rate
The BDO (VP), Madhanur
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹37,100
Yes
18 Aug 2026
24 Jul 2026
11 Aug 2026
24 Jul 2026
11 Aug 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of 30000 Litres OHT Tank (12m stagging hight) at Kuttakandur in Mittalam Panchayat | - | - | - | - |
| 2 | Earth work excavation for foundation in all classes of soils and sub soil to full depth except in hard rock requiring blasting but inclusive of shoring strutting if required for the sides of foundation. | - | - | - | - |
| 3 | 1st depth | 45.5 | Cum | - | - |
| 4 | Supplying and filling in foundation and basement with good sand in layers not more 15 cm thick including ramming, watering and compacting etc.complete complying to standard specification | 1.94 | Cum | - | - |
| 5 | Cement Concrete 1:4:8 mix using 40 mm HBG metal for foundaion including watering wherever necessary and laid in layers of not more than 15cm thick. Compacting etc. | 2.9 | Cum | - | - |
| 6 | Supplying and Fabricating and placing in position MS Steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire all floors etc. | 5 | MT | - | - |
| 7 | centering for soffits of RCC members or plane surfaces including shuttering, strutting to centering and providing supports etc completefor the following members using MS sheets of size 90 cm x 60 cm BG 10 gauge stiffened with welded M.S angles of size 25x25x3mm laid over silver oak (country wood) joist of size 10x6.5 cm (spaced @ about 90 cm c/c ) and supported by casurina props of 10 to 13 cm dia ( spaced at 75cm C/C ) and as directed by the officers | - | - | - | - |
| 8 | For Plan surface | - | - | - | - |
| 9 | Below GL | 17.54 | Sqm | - | - |
| 10 | From GL to 3.30 | 23.51 | Sqm | - | - |
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