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| Tender ID | 4156106 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Structural Audit Of Wnc (o) Mess Building No P-15 Under Age B R-2, Ge(nw) Nofra, Colaba, Mumbai |
| Last Date For Submission | 20th May, 2026 |
| Opening Date | 22 May, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 19000.00 |
| Estimated Cost | 950000.00 |
| City | Mumbai |
|---|---|
| State | Maharashtra |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Materials and labour for visual inspection and photography, comprising detailed visual survey of the building/structure and preparation of marked drawings indicating locations and extent of spalled concrete, cracked concrete, honeycombing, exposed/corroded reinforcement, delaminated concrete and other visible defects, including taking geo-referenced photographs/videos wherever feasible as documentary evidence, complete all as specified and directed. | 1.00 | Nos |
| 2 | Materials and labour for Ultrasonic Pulse Velocity (UPV) test on RCC structure in accordance with IS 516 (Part 5/Sec 1):2018, using portable digital ultrasonic non-destructive testing equipment, at identified/strategic locations, including surface preparation and local removal of plaster/finishes wherever permitted and necessary for proper probe contact, complete all as specified and directed. Note: Where chipping/removal of plaster is not permitted by client, the same shall be recorded in test report. | 215.00 | Nos |
| 3 | Materials and labour for Rebound Hammer Test on RCC structure in accordance with IS 516 (Part 5/Sec 4):2018, using calibrated portable rebound hammer equipment at identified/strategic locations, including surface preparation by removal of loose plaster/paint where required and permitted, complete all as specified and directed. Note: Where chipping/removal of finishes is not permitted by client, the same shall be recorded in test report. | 215.00 | Nos |
| 4 | Materials and labour for Core Test on RCC members, including core cutting, extraction and compressive strength testing in accordance with IS 516 (relevant part/latest edition), using 70 mm dia core or nearest standard size as approved, at identified/strategic locations, including making good the cored hole after testing with approved bonding coat and non-shrink epoxy mortar/micro concrete, complete all as specified and directed. | 55.00 | Nos |
| 5 | Material and labour for determining and recording cover depth (clear cover) of reinforcement in existing RCC structural members as part of structural audit, using suitable non-destructive testing methods such as cover meter/rebar locator, including surface preparation, marking of test locations, measurement at required intervals, identification of reinforcement position and depth, recording of observations, preparation of sketches/drawings and submission of test reports, in accordance with BS 1881: Part 204 (1998) or equivalent standard, complete all as specified and directed by Engineer-in-Charge. | 40.00 | Nos |
Closed