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| Tender ID | 4637151 |
|---|---|
| Organisation Name | Water Resources Department |
| Tender Brief | Corrigendum : Reconstruction Of Urumanar Sluice Of Uyyakondan Channel In Ariyamangalam Village Of Thiruverumbur Taluk Of Trichy District |
| Last Date For Submission | 9th Jul, 2026 |
| Opening Date | 10 Jul, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 20000.00 |
| Estimated Cost | 0.00 |
| City | Trichy |
|---|---|
| State | Tamil Nadu |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Dismantling, clearing away and carefully stacking material and without disturbing nearby structure useful for reuse for any thickness of brick or stone masonry in Cement Mortar walls under 3 (Three) meters high etc, complete as directed by the Engineer in charge of works and as per the technical specifications [ specification 5.4C) | 41.20 | cum |
| 2 | Earthwork in all soils except hard rock requiring blasting and conveying with a lead of 0 to 300M by deploying earth moving machineries and tippers for formation of bund in layers of suitable thickness, depending upon type of compaction equipment deployed and not exceeding 23cm thickness, benching of slopes prior to placement of earth fill, breaking clods, formation of bund, breaking clods, sectioning extra watering to OMC and compaction of each layers to 95% of proctor density through deployment of appropriate compaction equipment (8-10 ton vibratory power roller/short width (+0.90M width drum) power roller or vibratory power roller/fuel-operated or electrical operated vibratory plate compactors ensuring compaction of designed bund section including side slopes compaction complete as per specifications etc., complete as directed by the Engineer-in-charge (Specification No.4.2.1 to 4.2.4). | 151.40 | cum |
| 3 | 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.) | 78.50 | cum |
| 4 | 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. | 15.20 | cum |
| 5 | Centering for soffits of reinforced cement concrete slab for plain surface including strutting upto 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 ofsize 10 to 13cm dia, spaced at 75cm c/cand coplying with standard specification and as directed by the departmental officers. | 196.80 | cum |
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