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| Tender ID | 3510970 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Repairs To Joint Repair And Associated Works Etc At Inas 313 Under Ge Navy Chennai |
| Last Date For Submission | 23rd Mar, 2026 |
| Opening Date | 24 Mar, 2026 |
| Document Cost | 300.00 |
|---|---|
| EMD | 10000.00 |
| Estimated Cost | 498000.00 |
| City | Chennai |
|---|---|
| State | Tamil Nadu |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | M & L Raking out of old existing sealant compound and back up rod of the existing joints by special tools like cutting blades/machines, widening of Dummy joints by 2 mm by using joint cutting blades of appropriate size straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint (dummy) shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before pacing the backup rod and pouring the sealant. Thereafter filling with closed cell, medium density, cross linked polyethylene foam backup rod of 8 mm dia to complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875- 2003 with minimum movement accommodation factor (MAF) of+/- 30% complete all as specified and directed by Engineer-in-Charge. | 150.00 | XRM |
| 2 | M & L Raking out of old existing sealant compound and back up rod of the existing joints by special tools like cutting blades/machines, widening of Construction joints by 2 mm by using joint cutting blades of appropriate size straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint (construction) shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris . Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before pouring the sealant Thereafter filling with closed cell medium density, cross linked polyethylene foam backup rod of 12 mm dia for complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212 , BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% complete all as specified and directed by Engineer-in-Charge. | 8.00 | XRM |
| 3 | M & L Raking out of old existing sealant compound, back up rod and filler board of the existing joints by specia tools like racker/cutting blades/machines , widening of expansion joints by 2 mm by using joint cutting blades of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint (expansion) shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the filler board and pouring the sealant Thereafter filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified , over it filled with closed cell medium density, cross linked polyethylene foam backup rod of 30 mm dia for complete length of the joint. Finally filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor MAF of+/- 30% complete all as specified and directed by Engineer-in-Charge. | 8.00 | XRM |
| 4 | Site clearance, Clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth and removing rubbish upto a distance of 50 metres outside the periphery of the area under clearance complete all as specified and directed by Engineer-in-Charge. | 244.80 | Sqm |
| 5 | Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement lime lime mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed by Engineer in Charge | 25.29 | Cum |
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