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Tender Value
₹37.2 L
EMD Value
₹74,400
Closing Date
23 Jul 2026, 6:00 pm
GE Khadakwasla
ADDN AND ALTERATION AND RENOVATION OF FIRE STATION BLDG AT NDA KHADAKWASLA
ADDN AND ALTERATION AND RENOVATION OF FIRE STATION BLDG AT NDA KHADAKWASLA
2026_MES_776112_1
8058/E8
Open Tender
Civil Works
180 days
GE Khadakwasla
As per tender documents
9 documents required · 9 mandatory
₹500
Yes
GE Khadakwasla
₹74,400
Yes
3 Jul 2026
3 Jul 2026
25 Jul 2026
3 Jul 2026
23 Jul 2026
17 Jul 2026
3 Jul 2026 - 16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying of cable, erection of poles etc. not exc. 10 Sqm on plan and not exceeding 1.5 m in depth getting out in hard/ dense soil complete all as specified and directed. | 5.7 | Cum | - | - |
| 2 | Excavating post holes or similar holes, each not exceeding 0.5 Cum, getting out in hard/dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified and directed. | 3 | Each | - | - |
| 3 | Removing Excavated soils exc 250 mtr but not exc 500 M and depositing where directed at a level not exc1.5 M above the starting point complete all as specified and directed. | 2.5 | Cum | - | - |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. | 3.2 | Cum | - | - |
| 5 | M & L for Hardcore of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. | 30 | Cum | - | - |
| 6 | M&L 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 directed. | 0.9 | Cum | - | - |
| 7 | M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 0.52 | Cum | - | - |
| 8 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in surface channel and drain, hardstanding including necessary form work complete all as specified and directed. | 1.08 | Cum | - | - |
| 9 | M & L for plain Cement Concrete Type B0 1:2:4 (using 12.5 mm graded stone aggregate) in roof kerbs, rounded or chamfered on haunching in chajjas to prevent water seepage into brick walls, including necessory formwork (upto height of 8 mtr) rounded or chamfered on edges complete all as specified and directed. | 43 | Cum | - | - |
| 10 | M&L for Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) as in roof kerb, mud stops, channel/ benching of manhole laid to shape and slope surface finished even and smooth using extra cement including necessary formwork complete all as specified and directed. | 3 | Cum | - | - |
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