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| Tender ID | 3508300 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Repair To Runway Flexible Portion With Patch Material, Strengthening Of Shoulders, Painting And Repair To Connected Link Roads Hardstanding At Af Stn Chandigarh |
| Last Date For Submission | 30th Mar, 2026 |
| Opening Date | 06 Apr, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 130000.00 |
| Estimated Cost | 0.00 |
| City | Chandigarh |
|---|---|
| State | Chandigarh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | M&L for cleaning/ racking out of longitudinal cracks/joints of runway, cutting with cutter machine in flexible pavement and removing existing all loose and foreign material to distance exceeding 50mtr but not exc 100 mtr, cleaning the surfaces with wire brushes and filling with epoxy tar compound as per manufacturer's instructions and levelled complete all as specified and directed. | 100.00 | Running Metre |
| 2 | M&L for bringing approved earth (as approved by GE) from outside MoD land including all costs such as royality if any ,transportation, taxes, etc , filling & forming embankments at locations inside the Technical area as directed by Engineer in charge including all Tool and plants complete as specified and directed . | 3820.00 | Cubic Metre |
| 3 | Forming emabankments including raising (or lowering) earth spreading in layers n.exc 25 cm thick each layer , watering ramming/rolling by mechanical means to achieve 98% dry density and finishing to required size, gradient/slope not exc 1.5 m high from base point complete all as specified and directed by Engr in charge. Note :- (i) Approved earth brought from outside defence land vide item no. 2 here in before shall be used for forming embankments. (ii) The Intial levels shall be taken before forming embankments and kept on record duly signed by GE ,AGE and Contractor. Similarly Final levels will be taken after forming embankments and kept on record duly signed by all concerned. (iii) The measurements in plain and hill/slope terrain will be recorded adopting suitable rectangular section method as decided by GE in writing. | 3820.00 | Cubic Metre |
| 4 | M&L for rolling and consolidating forming surfaces with 8 to 12 tonne power roller, including filling in soft spots, depressions etc occuring during rolling (For portion coming in cutting/original ground only) to required camber and gradient including watering before or during rolling complete all as specified and as directed by Engineer in charge. | 2660.00 | Square Meter |
| 5 | M&L for Scarifying or picking gravelled macadam or bituminous macadam surfaces area exceeding 400 sqm and depth exceeding 50 mm but not exceeding 100mm complete all as specified and directed. | 25.00 | Ten Square Meter |
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