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| Tender ID | 3562603 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Periodical Services Of Certain Temp And Permt Bldgs At Offr Md Accn At Lansdowne. |
| Last Date For Submission | 30th Mar, 2026 |
| Opening Date | 31 Mar, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 20000.00 |
| Estimated Cost | 1000000.00 |
| City | LANSDOWNE |
|---|---|
| State | Uttarakhand |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | M & L repair to overhang portion of chajja, facia, dropwall etc. for continuous work by providing PCC(1:2:4) Type B-0 and finished with CM(1:3) after taking down of damaged portion of RCC work by maintaining same level and inserting Reinforcement as required and finished the surface to match with the existing surface by providing same finish and making the edge water-dropping grooves complete all as specified and directed. Note:1.Height of work to be considered upto 12m from FFL of Ground Floor. 2.Cost of formwork shall be deemed to be included. 3.Reinforcement required to be provided will be paid separately under relevant item. | 10.000 | Sqm |
| 2 | M & L for repairing of RCC column by necessary preparation, i.e., scrapping, cutting, chiseling, derusting, and cleaning exposed reinforcement surfaces of damaged, loose RCC surfaces and applying one coat of rust remover by brushing to the reinforcement to remove loose rust particles and allowing it for 2 to 3 hours. Insert the new reinforcement to the damaged portion by drilling holes at required distance, fill the epoxy into the hole by 2/3 of the hole and insert the reinforcement in the hole, and bind the reinforcement at the rusted portion of reinforcement. Apply cement slurry on the entire damaged area, and plaster the surfaces with cement, sand, and polymer liquid (in 1:3, 15% of cement by weight) and water as required, mixing properly, and plaster the surface to match with the existing surface by providing same finish.Finish evenly complete all as specified and directed. Note:1.Height of work to be considered upto 12m from FFL of Ground Floor. 2.Cost of formwork shall be deemed to be included. 3.Reinforcement required to be provided will be paid separately under relevant item. | 10.000 | Sqm |
| 3 | TMT bar 10 mm and over cut to length, bend to shape required including cranking, bending spirally for hoopings for cols, hooking ends and binding with ad including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed. | 50.000 | Kg |
| 4 | TMT bars 6 to 8 mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for columns hooking end and binding with and incl mild steel wiere (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. | 50.000 | Kg |
| 5 | M&L for repairing of walls/Chhajja upto 12m with and including comprising of the following steps:- (1) Cleaning & drying thoroughly existing surface of walls/Chhajja for all foreign matters such as fungus, moss, dust, etc by wire brushing and removing the existing plaster surface (2) Apply 1st coat of Dr Fixit Raincoat Neo/Equivalent directly from the container (stir content well before use) with brush/roller on the vertical surface in SSD condition diluting 1 Ltr coating with 100mm clean portable water at the rate of 3-4Sqmt/ltr (3). Apply second coats of Dr Fixit raincoat Neo/Equivalent without dilution as waterproof top coat either by railer or brush with force at the rate of 3-4Sqmt/ltr complete all as specified and directed Note: 1.Work shall be carried out through authorised applicator of the product. 2.Qty of different Dr Fixit/Equivalent Compound must be use as the specifications by the company 3.Cost of formwork/scaffolding shall be deemed to be included | 10.000 | Sqm |
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