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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.4 LAccepted-AOC | L1 | Accepted-AOC AWARD OF CONTRACT | |
| 2 | L2₹45.3 L+₹6.3 L (16.3%)Rejected-Finance | L2 | Rejected-Finance NOT BEING L1 | |
| 3 | L3₹47.4 L+₹8.4 L (21.6%)Rejected-Finance | L3 | Rejected-Finance NOT BEING L1 |
| Sl No | Description | Qty | Unit | harshraj and co L3 | M/s GM Constructions L2 | SRI VARADA CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation of ordinary rock by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge. | 175.75 | Cum | 450 ₹79,087.5 | 270 ₹47,452.5 Lowest | 270 ₹47,452.5 Lowest |
| 2.00 | All as per Item No.01 above,but exceeding 1.50 m in depth and n.exc 3 m depth | 93.49 | Cum | 450 ₹42,070.5 | 306 ₹28,607.94 Lowest | 325 ₹30,384.25 |
| 3.00 | All as per Item No.01 above,but exceeding 3 m in depth and n.exc 4.50 m depth | 29.54 | Cum | 500 ₹14,770 | 405 ₹11,963.7 | 380 ₹11,225.2 Lowest |
| 4.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m depth for laying of foundations,drain pipes,manholes,etc and getting out in hard/dense soil complete all as specified and directed. | 12.85 | Cum | 450 ₹5,782.5 | 630 ₹8,095.5 | 425 ₹5,461.25 Lowest |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 158.41 | Cum | 150 ₹23,761.5 | 90 ₹14,256.9 Lowest | 115 ₹18,217.15 |
| 6.00 | Removing excavated materials in soil to a distance n.exc 50m and depositing where directed at a level n.exc 1.50 m above the starting point all as specified and directed. | 153.22 | Cum | 150 ₹22,983 Lowest | 180 ₹27,579.6 | 275 ₹42,135.5 |
| 7.00 | M & L PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in foundations filling and mass concrete complete all as specified and directed. | 11.38 | Cum | 3,200 ₹36,416 Lowest | 4,005 ₹45,576.9 | 4,600 ₹52,348 |
| 8.00 | M & L PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in surface channels and drains complete all as specified and directed. | 0.77 | Cum | 3,200 ₹2,464 Lowest | 4,005 ₹3,083.85 | 5,200 ₹4,004 |
| 9.00 | M&L Precast cement concrete block masonry with solid blocks exceeding 10cm in width by using precast cement concrete (1:3:6) type C1 (using 20 mm graded stone aggregate) and set in CM (1:6) complete all as specified and directed. | 54.86 | Cum | 7,000 ₹3,84,020 | 6,003 ₹3,29,324.58 Lowest | 6,400 ₹3,51,104 |
| 10.00 | M&L PCC (1:2:4) type B0 (using 12.50mm graded stone aggregate) as in roof kerbs,or mud stops and the like including weathering, slightly rounded or chamfered angles and throating as directed chamfered complete all as specified and directed. | 0.18 | Cum | 7,000 ₹1,260 | 6,300 ₹1,134 Lowest | 6,800 ₹1,224 |
Tender Value
₹48.4 L
EMD Value
₹96,800
Closing Date
2 Jun 2026, 6:00 pmClosed
Shri Rajesh Kumar Meena, GE
Garrison Engineer North 35 Allenby Lines Secunderabad 500087
SPECIAL REPAIRS TO BLDG NOS T1 T2 AND PROVN OF ARTIFICIAL RECHARGE STRUCTURE FOR RAIN WATER HARVESTING UNDER JAL SHAKTI ABHIYAN AT MD ACCN OF ARCOT LINE UNDER AGE BR (N) NO I OF GE (NORTH) SECUNDERABAD
2026_MES_764948_1
8031
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER NORTH SECUNDERABAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER NORTH SECUNDERABAD
₹96,800
Yes
12 Aug 2026
12 May 2026
9 Jun 2026
12 May 2026
2 Jun 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation of ordinary rock by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge. | 175.75 | Cum | - | - |
| 2 | All as per Item No.01 above,but exceeding 1.50 m in depth and n.exc 3 m depth | 93.49 | Cum | - | - |
| 3 | All as per Item No.01 above,but exceeding 3 m in depth and n.exc 4.50 m depth | 29.54 | Cum | - | - |
| 4 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m depth for laying of foundations,drain pipes,manholes,etc and getting out in hard/dense soil complete all as specified and directed. | 12.85 | Cum | - | - |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 158.41 | Cum | - | - |
| 6 | Removing excavated materials in soil to a distance n.exc 50m and depositing where directed at a level n.exc 1.50 m above the starting point all as specified and directed. | 153.22 | Cum | - | - |
| 7 | M & L PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in foundations filling and mass concrete complete all as specified and directed. | 11.38 | Cum | - | - |
| 8 | M & L PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in surface channels and drains complete all as specified and directed. | 0.77 | Cum | - | - |
| 9 | M&L Precast cement concrete block masonry with solid blocks exceeding 10cm in width by using precast cement concrete (1:3:6) type C1 (using 20 mm graded stone aggregate) and set in CM (1:6) complete all as specified and directed. | 54.86 | Cum | - | - |
| 10 | M&L PCC (1:2:4) type B0 (using 12.50mm graded stone aggregate) as in roof kerbs,or mud stops and the like including weathering, slightly rounded or chamfered angles and throating as directed chamfered complete all as specified and directed. | 0.18 | Cum | - | - |
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