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Tender Value
₹14.9 Cr
EMD Value
₹7.6 L
Closing Date
15 Sept 2026, 3:00 pm
Chief Engineer, PWD
The Chief Engineer,PWD., Projects, Chepauk, Chennai-05.
Construction of New Building for Government ITI Building in Sendamanagalam Taluk of Namakkal District.
2026_HE_694133_1
03CE/2026
Open Tender
Civil Works - Buildings
Lump-sum
360 days
Sendamangalam
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹7.6 L
14 Aug 2026
14 Aug 2026
16 Sept 2026
14 Aug 2026
15 Sept 2026
14 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. Data worked out for 48 m3 per day/8 hrs. | |||||
| 1.01 | Footing depth Up to 2.40m | 5,079.12 | m3 | - | - |
| 2Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. | |||||
| 2.01 | Footing depth Up to 2.40 to 3.30m | 413 | m3 | - | - |
| 3Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. | |||||
| 3.01 | Depth Up to 2.40m | 2,036 | m3 | - | - |
| 3.02 | Depth Up to 2.40 to 3.40m | 1,025 | m3 | - | - |
| 3.03 | Depth Up to 3.40-4.40m | 1,378 | m3 | - | - |
| 3.04 | Depth Up to 4.40-5.40m | 1,731 | m3 | - | - |
| 3.05 | Depth Up to 5.40-6.40m | 2,084 | m3 | - | - |
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