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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.0 LAdmitted-Finance PLOT NO 102 H NO 21 1382 102 GROUND FLOOOR SAMATHA NAGAR COLONY OLD SAFILGUDA ROAD NO 3 HYDERABAD RANGAREDDI TELANGANA 500056 | HYDERABAD | TELANGANA | 500056 | ₹39.0 L | L1 | Admitted-Finance |
| 2 | L2₹40.9 L+₹1.9 L (4.82%)Admitted-Finance | ₹40.9 L+₹1.9 L (4.82%) | L2 | Admitted-Finance |
| 3 | L3₹41.9 L+₹2.9 L (7.34%)Admitted-Finance | ₹41.9 L+₹2.9 L (7.34%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sri Venkateshwara Global Infra L2 | Squad 7 Projects and Services Pvt Ltd L1 | ETERNITY CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|
| 1.00NOTES :- In case description of any two or more items of the schedule ‘A’ is same and the tenderer quotes different rates for such items, only lowest rate of such items will be considered for acceptance and subsequently payment will be made upon execution of the items accordingly. | ||||||
| 1.01 | Surface excavation n.exc(not exceeding) 30 cm deep and averaging 15cm deep and getting out Soft/loose soil complete all as specified and as directed. | 172 | Sqm | 50 ₹8,600 | 15 ₹2,580 Lowest | 55 ₹9,460 |
| 2.00 | Excavation in trenches n. exc. 1.5m wide and n. exc. 1.5 m deep; in hard/dense ; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 sq.m on plan and n. exceeding 1.5m in depth and getting out hard/dense soil complete all as specified and as directed. | 102 | Cum | 300 ₹30,600 | 250 ₹25,500 Lowest | 675 ₹68,850 |
| 3.00 | Excavation in trenches n. exc. 1.5m wide and exc 1.5 m, n exc. 3.00 m deep; in hard/dense ; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 sq.m on plan and exceeding 1.5m in depth and getting out hard/dense soil complete all as specified and as directed. | 40 | Cum | 400 ₹16,000 | 280 ₹11,200 Lowest | 900 ₹36,000 |
| 4.00 | M&L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed. | 8.5 | Cum | 800 ₹6,800 | 700 ₹5,950 Lowest | 1,800 ₹15,300 |
| 5.00 | Spreading and levelling earth in layers n exc. 25 cm thick well ramming including watering as required complete all as specified and as directed. | 8.5 | Cum | 170 ₹1,445 | 150 ₹1,275 Lowest | 300 ₹2,550 |
| 6.00 | Returning and filling in including spreading levelling watering and well ramming in layer n.exc 25 cm as in hard / dence soil complete all as specified and as directed. | 92 | Cum | 130 ₹11,960 Lowest | 150 ₹13,800 | 200 ₹18,400 |
| 7.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. | 50 | Cum | 299 ₹14,950 | 150 ₹7,500 Lowest | 300 ₹15,000 |
| 8.00 | M&L Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and as directed. | 16 | Sqm | 100 ₹1,600 Lowest | 150 ₹2,400 | 200 ₹3,200 |
| 9.00 | M&L Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and as directed. | 160 | Sqm | 60 ₹9,600 Lowest | 100 ₹16,000 | 100 ₹16,000 |
Tender Value
₹42.6 L
EMD Value
₹85,200
Closing Date
11 Aug 2026, 5:00 pmClosed
GE (AF) Hakimpet
Secunderabad
PROVN OF INDOOR BADMINTON COURT WITH ASSOCIATED INFRASTRUCTURE AT OFFICERS MESS, CAW UNDER GE (AF) HAKIMPET
2026_MES_778490_1
8971/E8
Open Tender
Civil Works
Item Rate
180 days
CAW
As per NIT
9 documents required · 9 mandatory
₹500
GE (AF) Hakimpet
₹85,200
Yes
14 Aug 2026
14 Jul 2026
13 Aug 2026
14 Jul 2026
11 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Surface excavation n.exc(not exceeding) 30 cm deep and averaging 15cm deep and getting out Soft/loose soil complete all as specified and as directed. | 172 | Sqm | - | - |
| 2 | Excavation in trenches n. exc. 1.5m wide and n. exc. 1.5 m deep; in hard/dense ; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 sq.m on plan and n. exceeding 1.5m in depth and getting out hard/dense soil complete all as specified and as directed. | 102 | Cum | - | - |
| 3 | Excavation in trenches n. exc. 1.5m wide and exc 1.5 m, n exc. 3.00 m deep; in hard/dense ; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 sq.m on plan and exceeding 1.5m in depth and getting out hard/dense soil complete all as specified and as directed. | 40 | Cum | - | - |
| 4M&L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed. | |||||
| 5Spreading and levelling earth in layers n exc. 25 cm thick well ramming including watering as required complete all as specified and as directed. | |||||
| 6 | Returning and filling in including spreading levelling watering and well ramming in layer n.exc 25 cm as in hard / dence soil complete all as specified and as directed. | 92 | Cum | - | - |
| 7 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. | 50 | Cum | - | - |
| 8 | M&L Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and as directed. | 16 | Sqm | - | - |
| 9 | M&L Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and as directed. | 160 | Sqm | - | - |
| 10 | M&L Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and as directed. | 60 | Sqm | - | - |
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