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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.6 LAccepted-AOC | ₹64.6 L Quoted ₹67.0 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹70.0 L+₹3.0 L (4.47%)Rejected-Finance SECUNDERABAD | WARANGAL | TELANGANA | 506350 | ₹70.0 L+₹3.0 L (4.47%) | L2 | Rejected-Finance Other than L1 bidder |
| 3 | L3₹74.3 L+₹7.3 L (11.0%)Rejected-Finance | ₹74.3 L+₹7.3 L (11.0%) | L3 | Rejected-Finance Other than L1 bidder |
| 4 | L4₹74.3 L+₹7.3 L (11.0%)Rejected-Finance | ₹74.3 L+₹7.3 L (11.0%) | L4 | Rejected-Finance Other than L1 bidder |
| Sl No | Description | Qty | Unit | SAI RUPA CONSTRUCTIONS L2 | Sri Associates L3 | M/s GM Constructions L1 | SHAH ENTERPRISES L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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 | 360 ₹5,05,612.8 | 270 ₹3,79,209.6 | 243 ₹3,41,288.64 Lowest | 300 ₹4,21,344 |
| 2.00 | 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 | 450 ₹6,480 | 270 ₹3,888 Lowest | 405 ₹5,832 | 600 ₹8,640 |
| 3.00 | 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 | 90 ₹91,048.5 | 90 ₹91,048.5 | 72 ₹72,838.8 Lowest | 100 ₹1,01,165 |
| 4.00 | 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 | 108 ₹42,425.64 | 90 ₹35,354.7 Lowest | 207 ₹81,315.81 | 250 ₹98,207.5 |
| 5.00 | 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 | 405 ₹1,17,774 | 360 ₹1,04,688 | 333 ₹96,836.4 Lowest | 500 ₹1,45,400 |
| 6.00 | 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 | 324 ₹4,87,296 | 200 ₹3,00,800 Lowest | 306 ₹4,60,224 | 300 ₹4,51,200 |
| 7.00 | 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 | 225 ₹1,30,860 | 180 ₹1,04,688 Lowest | 270 ₹1,57,032 | 250 ₹1,45,400 |
| 8.00 | 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 | 1,503 ₹4,50,900 | 1,440 ₹4,32,000 | 900 ₹2,70,000 Lowest | 1,500 ₹4,50,000 |
| 9.00 | 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 | 819 ₹12,69,450 | 900 ₹13,95,000 | 702 ₹10,88,100 Lowest | 1,000 ₹15,50,000 |
| 10.00 | 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 | 630 ₹3,78,000 | 656 ₹3,93,600 | 603 ₹3,61,800 Lowest | 800 ₹4,80,000 |
Tender Value
₹77.6 L
EMD Value
₹1.4 L
Closing Date
6 Jul 2026, 6:00 pmClosed
CWE(ARMY) SECUNDERABAD
CWE(ARMY) SECUNDERABAD 500003
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_2
84654
Open Tender
Civil Works
Item Rate
360 days
SECUNDERABAD
as per NIT
7 documents required · 7 mandatory
₹1,000
GARRISON ENGINEER (NORTH)
₹1.4 L
Yes
22 Aug 2026
22 Jun 2026
13 Jul 2026
22 Jun 2026
6 Jul 2026
29 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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