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| Tender ID | 4651583 |
|---|---|
| Organisation Name | Water Resources Department |
| Tender Brief | Corrigendum : Reconstruction Of Palaiyur Drain Under Tunel Near Kodingal Head Regulator In Kodiyalam Village Of Srirangam Taluk In Trichy District |
| Last Date For Submission | 3rd Jul, 2026 |
| Opening Date | 06 Jul, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 19600.00 |
| Estimated Cost | 0.00 |
| City | Trichy |
|---|---|
| State | Tamil Nadu |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work excavation for foundation in all kinds of soils and sub soils except hard rock requiring blasting full depth as may be directed and depositing the surplus earth in places shown by the Engineer in - charge of work and leveling the same with all leads and lifts including shoring, strutting, shuttering, baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated etc. complete, complying with technical specifications and drawings as directed by the Engineer in - charge of work. (Specification No.4.2.2.) | 275.00 | cum |
| 2 | Supplying and filling in foundation with sand gravel mix in the ratio of 30:70 in layers of not more than 15cm thick, well rammed, watered and consolidated etc., complete complying with standard specification. | 24.00 | cum |
| 3 | Providing and placing Plain Cement Concrete M 10 grade using crusher broken hard granite course aggregate (well graded) of nominal maximum size of 40 mm and down graded to I.S specified grade and mixing the ingredients in approved mixer including dewatering of the placement site by baling / pumping and diverting wherever necessary placing in layers and vibrating, water curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strengh specified in the approved drawing and specifications, and including the cost component of providing rigid and smooth centering and shuttering and scaffolding wherever necessary for various depth below and heights above ground level as per the direction of the engineer in charge of works and complying with technical specifications. | 36.00 | cum |
| 4 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) | ||
| 5 | A) Below ground Level | 60.00 | sqm |
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