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| Tender ID | 4131497 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Repairs To Allied Structure And Certain Miscellaneous Works Inside Air Field Area At Afs Thanjavur |
| Last Date For Submission | 26th May, 2026 |
| Opening Date | 01 Jun, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 60000.00 |
| Estimated Cost | 0.00 |
| City | Thanjavur |
|---|---|
| State | Tamil Nadu |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Repair to damaged edges of concrete in PQC slab by cutting the three sides of edges to shape 30 to 40mm deep and 40 to 60 mm wide, trimming the surface and application of resin formulation in two stages as given below including preparation of surface complete all as specified and as directed. (a) First Stage consist of application of a primer coat with epoxy resin of mix with formulation of 100 parts of Araldite GY 257 (depend 101 propane epichorihydrin) and 50 part of Hardner Hy 840 by weight. (b) Second stage consist of application of epoxy resin mortar mix with the following formulations :- (i) Araldite GY 257 -100 parts by weight (ii) Hardner Hy 840 - 50 parts by weight. (iii) Quartz sand No.9 - 450 parts by weight. | 14.00 | RM |
| 2 | Repairing the pot holes and edge spalling in PQC slab by cutting the existing concrete slab by machine to average depth of not excedding 40 mm and average width/lengh not exceeding 60 mm trimming the surface and application of resin formulation in two stages as given below including preparation of surface complete all as specified and as directed. (a) First Stage consist of application of a primer coat with epoxy resin of mix with formulation of 100 parts of Araldite GY 257 (depend 101 propane epichorihydrin) and 50 part of Hardner Hy 840 by weight. (b) Second stage consist of application of epoxy resin mortar mix with the following formulations :- (i) Araldite GY 257 -100 parts by weight (ii) Hardner Hy 840 - 50 parts by weight. (iii) Quartz sand No.9 - 450 parts by weight. | 100.00 | Each Job |
| 3 | M&L removing the existing damaged filled sealing compound including polyethylene rod in Construction/Dummy joints by raking end using mechanical mode of operation and cleaning of Construction/Dummy joints of concrete pavement free from dust, applying masking tape on edge of joint to prevent accidental spillage of sealant on top surfaces to give a neat and fine finish of the sealant, provision of polyethylene backup rod 8 to 15 mm dia in construction/dummy joint and sealed with 10-12mm thick polyurethane based sealing compound confirming to BS 5212 1990 or equivalent of approved colour after application of suitable primer and removing the masking tape after the sealant filling etc complete for construction / dummy joint 6mm to 12mm wide all as specified and as per manufacturers instructions complete all as specified and as directed. | 340.00 | 10RM |
| 4 | M&L removing the existing damaged filled sealing compound including polyethylene rod in expansion joints by raking end using mechanical mode of operation and cleaning of Construction / Dummy joints of concrete pavement free from dust applying masking tape on edge of joint to prevent accidental spillage of sealant on top surfaces to give a neat and fine finish of the sealant, provision of polyethylene backup rod above 25mm dia in any type of joint and sealed with 10-12mm thick polyurethane based sealing compound confirming to BS 5212 1990 or equivalent of approved colour after application of suitable primer and removing the masking tape after the sealant filling etc complete for construction / dummy joint 20mm to 45mm wide complete all as specified and as per manufacturers instructions complete all as specified and as directed. | 186.00 | 10RM |
| 5 | M&L providing and filling cracks/ Joints upto 30mm deep and 10mm to 25mm width in flexible pavement/ rigid pavements, using hot-applied bitumen based sealing compound after applying masking tape on edges of joints/ cracks to prevent accidental spillage of sealant on top surfaces and to give a neat finish to the sealent, including cleaning of cracks by brushing with wire brushes for removing caked mud etc and removing loose dirt, debris etc. using air blower and fill the voids of cracks/ joints fully upto the pavement surface and removing old damaged sealant from joints as per manufacuter's insrtructions complete all as specified and as directed. | 448.00 | RM |
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