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Tender Value
₹77.6 L
EMD Value
₹1.4 L
Closing Date
12 Jun 2026, 6:00 pm7d left
CWE (Army) Secunderabad
Commander Works Engineers Mudfort, MES Office Complex Secunderabad-500 003
SPECIAL REPAIR TO SEWAGE LINE BLDG NO P-56, P-251, P-30, P-41 and P-256 OF FAFA, TRISHUL LINES UNDER GE(NORTH) SECUNDERABAD.
2026_MES_765521_1
84654
Open Tender
Civil Works - Others
360 days
Secunderabad
As per NIT
7 documents required · 7 mandatory
₹1,000
GE (NORTH) Secunderabad
₹1.4 L
Yes
15 May 2026
15 May 2026
19 Jun 2026
15 May 2026
12 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exc. 1.5 m wide and not exc. 1.5 m in depth for foundation, cable etc. or for shafts, wells, cesspits, manholes, pier holes, pole etc. n. exc 10 sq m on plan and getting out in soft/ loose soil complete all as specified and as directed. | 1,404.48 | Cum | - | - |
| 2 | Excavation in trenches not exc. 1.5 m wide and exc. 1.5 m but nexc 3.0 m in depth for foundation, cable etc. or for shafts, wells, cesspits, manholes, pier holes, pole etc. n. exc 10 sq m on plan and getting out in soft/ loose soil complete all as specified and as directed. | 14.4 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick with soils complete all as specified and as directed. | 1,011.65 | Cum | - | - |
| 4 | Removing of excavated material (soil) to distance not exc.50metres and deposited where directed at a level not exc.1.5 metre above the starting point complete all as specified and as directed. | 392.83 | Cum | - | - |
| 5 | Material and labour for PCC (1:3:6) type C2 ( using 40mm graded broken stone aggregates) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 300mm bore of pipe complete all as specified and as directed. | 290.8 | RM | - | - |
| 6 | Material and labour for PCC (1:3:6) type C2 ( using 40mm graded broken stone aggregates) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200mm bore of pipe complete all as specified and as directed. | 1,504 | RM | - | - |
| 7 | Material and labour for PCC (1:3:6) type C2 ( using 40mm graded broken stone aggregates) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150mm bore of pipe complete all as specified and as directed. | 581.6 | RM | - | - |
| 8 | Material and labour 300mm bore RCC pipes, class NP2 laid and jointed with collars and tested including demolition and breaking up 300mm bore dia drain pipes (salt glazed earthern ware, AC or reinforced concrete), set in cement mortar complete all as specified and as directed. | 300 | RM | - | - |
| 9 | Material and labour 200mm bore RCC pipes, class NP2 laid and jointed with collars and tested including demolition and breaking up 200mm bore dia drain pipes (salt glazed earthern ware, AC or reinforced concrete), set in cement mortar complete all as specified and as directed. | 1,550 | RM | - | - |
| 10 | Material and labour 150mm bore RCC pipes, class NP2 laid and jointed with collars and tested including demolition and breaking up 150mm bore dia drain pipes (salt glazed earthern ware, AC or reinforced concrete), set in cement mortar complete all as specified and as directed. | 600 | RM | - | - |
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