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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.3 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹36.1 L+₹3.9 L (11.9%)Rejected-AOC | L2 | Rejected-AOC Not Being L1 | |
| 3 | L3₹36.9 L+₹4.6 L (14.2%)Rejected-AOC | L3 | Rejected-AOC Not Being L1 | |
| 4 | L4₹38.3 L+₹6.0 L (18.5%)Rejected-AOC | L4 | Rejected-AOC Not Being L1 | |
| 5 | L5₹39.1 L+₹6.8 L (21.2%)Rejected-AOC | L5 | Rejected-AOC Not Being L1 |
| Sl No | Description | Qty | Unit | Himagiri Constructions L5 | harshraj and co L4 | Sri Associates L3 | Krithi constructions L1 | SRI VARADA CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas, n exc 1.5 m deep and getting out in hard / dense soil complete all as specified and directed. | 18 | Cum | 126 ₹2,268 Lowest | 400 ₹7,200 | 360 ₹6,480 | 250 ₹4,500 | 350 ₹6,300 |
| 2.00 | Excavation over areas, exc 1.5 m and not exc 3.0 m deep and getting out in hard / dense soil complete all as specified and directed. | 9.08 | Cum | 126 ₹1,144.08 Lowest | 500 ₹4,540 | 360 ₹3,268.8 | 350 ₹3,178 | 450 ₹4,086 |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 13.56 | Cum | 225 ₹3,051 Lowest | 400 ₹5,424 | 360 ₹4,881.6 | 375 ₹5,085 | 360 ₹4,881.6 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 26.42 | Cum | 99 ₹2,615.58 | 150 ₹3,963 | 90 ₹2,377.8 Lowest | 150 ₹3,963 | 95 ₹2,509.9 |
| 5.00 | 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 directed. | 14.22 | Cum | 99 ₹1,407.78 | 200 ₹2,844 | 90 ₹1,279.8 Lowest | 150 ₹2,133 | 310 ₹4,408.2 |
| 6.00 | Demolition of brickwork or stone/boulder masonary, built in cement mortar including all plain concrete cement, coping, quoins, arches, pillars, etc including removal of rubbish/ demolished materials out of MD land complete all as specified and directed. | 0.17 | Cum | 333 ₹56.61 | 300 ₹51 Lowest | 360 ₹61.2 | 850 ₹144.5 | 475 ₹80.75 |
| 7.00 | M & L PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundations filling and mass concrete complete all as specified and directed. | 7.38 | Cum | 6,660 ₹49,150.8 | 3,500 ₹25,830 | 4,005 ₹29,556.9 | 2,500 ₹18,450 Lowest | 3,800 ₹28,044 |
| 8.00 | M&L Brick work with sub class `B' bricks straight or curved on plan exc 6.0m mean radius built in CM (1:6) complete all as specified and directed. | 18.32 | Cum | 8,820 ₹1,61,582.4 | 7,000 ₹1,28,240 | 8,100 ₹1,48,392 | 2,200 ₹40,304 Lowest | 6,500 ₹1,19,080 |
| 9.00 | M & L Brickwork with sub class ‘B’ bricks in one brick thick honey comb walling, built in CM (1:3) complete all as specified and directed . | 7 | Sqm | 1,233 ₹8,631 | 900 ₹6,300 | 810 ₹5,670 | 450 ₹3,150 Lowest | 1,495 ₹10,465 |
| 10.00 | M&L RCC M-25 Design mix (using 20mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed | 9.15 | Cum | 8,100 ₹74,115 | 10,000 ₹91,500 | 8,100 ₹74,115 | 4,500 ₹41,175 Lowest | 5,800 ₹53,070 |
Tender Value
₹38.7 L
EMD Value
₹77,400
Closing Date
15 Apr 2026, 6:00 pmClosed
Shri Rajesh Kumar Meena, GE
Garrison Engineer North 35 Allenby Lines Secunderabad 500087
PROVN OF KOWKOOR GATE UNDER AGE BR (N) NO I OF GE (N) SECUNDERABAD
2026_MES_757761_1
8018
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
₹77,400
Yes
9 Jun 2026
25 Mar 2026
22 Apr 2026
25 Mar 2026
15 Apr 2026
8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation over areas, n exc 1.5 m deep and getting out in hard / dense soil complete all as specified and directed. | - | Cum | - | - |
| - | Excavation over areas, exc 1.5 m and not exc 3.0 m deep and getting out in hard / dense soil complete all as specified and directed. | - | Cum | - | - |
| - | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | - | Cum | - | - |
| - | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | - | Cum | - | - |
| - | 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 directed. | - | Cum | - | - |
| - | Demolition of brickwork or stone/boulder masonary, built in cement mortar including all plain concrete cement, coping, quoins, arches, pillars, etc including removal of rubbish/ demolished materials out of MD land complete all as specified and directed. | - | Cum | - | - |
| - | M & L PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundations filling and mass concrete complete all as specified and directed. | - | Cum | - | - |
| - | M&L Brick work with sub class `B' bricks straight or curved on plan exc 6.0m mean radius built in CM (1:6) complete all as specified and directed. | - | Cum | - | - |
| - | M & L Brickwork with sub class ‘B’ bricks in one brick thick honey comb walling, built in CM (1:3) complete all as specified and directed . | - | Sqm | - | - |
| - | M&L RCC M-25 Design mix (using 20mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed | - | Cum | - | - |
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