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Tender Value
₹43.6 L
EMD Value
₹87,200
Closing Date
12 Sept 2026, 6:00 pm
GE (KH) Yol
GE (KH) Yol
PROVN OF BYPASS TANK AND ASOCIATED WORKS FOR BREAK PRESSURE TANK AT MIL STN YOL
2026_MES_782246_1
GE/Y-82/2026-27
Open Tender
Civil Works
Item Rate
270 days
YOL CANTT
Please refer tender documents
7 documents required · 7 mandatory
₹500
GE (KH) Yol
₹87,200
Yes
1 Aug 2026
1 Aug 2026
14 Sept 2026
1 Aug 2026
12 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n exc 15 cm deep in any type of soil complete all as directed by Engineer-in charge. | 525 | Sqm | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out in any type of soil and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in charge. | 80 | Cum | - | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains of depth upto 1.50m (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out in all kind of soil excavated soil and disposal of surplus excavated soil, within a lead of 50m complete all as specified and directed. | 15 | Cum | - | - |
| 4 | Returning, filling in, any type of soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm, complete all as specified and as directed. | 10 | Cum | - | - |
| 5 | Removing surplus excavated spoil (soil) to a distance exceeding 1.5 km and but not exceeding 5 km and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. | 146 | Cum | - | - |
| 6 | 0.5 mm thick impermiable polythene layer ( HDPE geomembrane) as in foundation complete all as specified and as directed. | 80 | sqm | - | - |
| 7 | PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete, complete all as specified and as directed. | 23 | Cum | - | - |
| 8 | Reinforced Cement Concrete (Design mix) M-30 in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed | 28 | Cum | - | - |
| 9 | Reinforced Cement Concrete (Design mix) M-30 in Walls, retaining walls,basement walls,ballast walls and the like any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed | 28 | Cum | - | - |
| 10 | Reinforced Cement Concrete (Design mix) M-30 in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed | 20 | Cum | - | - |
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