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Tender Value
₹24.1 L
EMD Value
₹48,242
Closing Date
10 Sept 2026, 6:00 pm
GE (AF) Yelahanka
GE (AF) Yelahanka Bangalore - 63
PROVN OF APPROACH PATH FOR SWT AT 27 END AT AFS YELAHANKA
2026_MES_785450_1
8530/E8
Open Tender
Civil Works
Item Rate
180 days
GE (AF)Yelahanka
As per NIT
9 documents required · 9 mandatory
₹500
GE (AF) Yelahanka
₹48,242
Yes
20 Aug 2026
20 Aug 2026
17 Sept 2026
20 Aug 2026
10 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over area n.exc 1.5m deep and getting out in Hard/dense soil complete all as specified and as directed. | - | Cum | - | - |
| 2 | Excavation in trenches in hard/dense soil not exceeding 1.5 mtr width and not exc 1.5 mtr deep for laying of pipe in Hard/dense soil etc and getting out and surface dressing if required complete all as specified and as directed. | - | Cum | - | - |
| 3 | Returning and filling of trenches in two parts (i) using riddled soil obtained from excavated soil upto depth of 30cm (8cm below cable and remaining above cable) for cushioning of cable and (ii) refilling the trench of remaining depth with normal excavated soil all as specified and directed. Note: - Excavated soil shall be riddled by using sieve to separate composite particles etc as per IS 1255-1983 and refilling in trenches as in cable cushioning complete all as specified and as directed. (for laying of cable ) | - | Cum | - | - |
| 4 | Returning, filling including spreading levelling watering and well ramming in layers not exceeding 25 cm thick in hard soil complete all as specified and as directed. | - | Cum | - | - |
| 5 | Removing excavated material to a distance n exc.50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. | - | Cum | - | - |
| 6 | Removing excavated material to a distance exc.1.50 Km but n exc 5 Km and depositing where directed complete all as specified and directed. | - | Cum | - | - |
| 7 | M&L for Hard core of gauge n exc 63mm in broken stone or boulders, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface etc complete all as specified and directed. | 1 | Cum | - | - |
| 8 | M&L for Rolling and consolidating formation surfaces in cutting with power roller exc 8 tonne but not exc 12 tonne complete all as specified and as directed. | 1 | 10 Sqm | - | - |
| 9 | M&L for 100mm thick Plain Cement concrete type D-2, 1:4:8 (using 40mm graded stone aggregates) as in sub-floors, sub bases, floors and pavings etc complete all as specified and directed. | - | Sqm | - | - |
| 10 | M&L for Cement concrete work in pavement/hard standing of flexural strength 40 Kg/Sqcm in field using 400 Kg of cement per cubic meter thickness of concrete 25 cm complete all as specified and as directed. | - | Cum | - | - |
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