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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAccepted-Finance | ₹18.2 L | L1 | Accepted-Finance FOUND LOWEST, TENDER WILL BE ACCEPTED IF REASONABLE |
| 2 | L2₹18.2 L+₹6,642.18 (0.37%)Accepted-Finance | ₹18.2 L+₹6,642.18 (0.37%) | L2 | Accepted-Finance NOT LOWEST |
| 3 | L3₹18.4 L+₹18,223.68 (1.00%)Accepted-Finance SECUNDERABAD | WARANGAL | TELANGANA | 506350 | ₹18.4 L+₹18,223.68 (1.00%) | L3 | Accepted-Finance NOT LOWEST |
| 4 | L4₹20.5 L+₹2.3 L (12.6%)Accepted-Finance | ₹20.5 L+₹2.3 L (12.6%) | L4 | Accepted-Finance NOT LOWEST |
| 5 | L5₹22.9 L+₹4.7 L (26.0%)Accepted-Finance | ₹22.9 L+₹4.7 L (26.0%) | L5 | Accepted-Finance NOT LOWEST |
| Sl No | Description | Qty | Unit | M/S DIVIJA BUILDERS L2 | RAGHAVENDRA CONSTRUCTIONS L4 | SAI RUPA CONSTRUCTIONS L3 | B AND H CONSTRUCTIONS L1 | dhvani infra L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas n.exc. 1.5m deep and getting out in hard /dense soil.complete all specified and directed | 60 | Cum | 360 ₹21,600 | 275 ₹16,500 | 360 ₹21,600 | 261 ₹15,660 Lowest | 450 ₹27,000 |
| 2.00 | Excavation over areas exc. 1.5m deep and getting out in hard /dense soil.complete all specified and directed | 42 | Cum | 375 ₹15,750 | 290 ₹12,180 | 405 ₹17,010 | 261 ₹10,962 Lowest | 500 ₹21,000 |
| 3.00 | Excavation in trenches by mechanical means (Hydraulic excavator) n.exc. 1.5m wide and n.exc. 1.5m in depth for taking up/laying sewer lines and getting out in any kind of soil complete all specified and directed | 90 | Cum | 300 ₹27,000 | 275 ₹24,750 Lowest | 450 ₹40,500 | 333 ₹29,970 | 550 ₹49,500 |
| 4.00 | All as per item No.03 above but exc. 1.5m and n.exc. 3.0m deep complete all as specified and as directed. | 18 | Cum | 315 ₹5,670 Lowest | 600 ₹10,800 | 450 ₹8,100 | 333 ₹5,994 | 550 ₹9,900 |
| 5.00 | Returning, filling in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm acomplete all specified and directed | 145 | Cum | 60 ₹8,700 | 45 ₹6,525 Lowest | 90 ₹13,050 | 99 ₹14,355 | 120 ₹17,400 |
| 6.00 | Removing of excavated soil to a distance n.exc 50m and depositing where directed at alevel n.exc 1.5m above starting point.complete all specified and directed | 65 | Cum | 90 ₹5,850 Lowest | 140 ₹9,100 | 108 ₹7,020 | 99 ₹6,435 | 500 ₹32,500 |
| 7.00 | M&L for PCC (1:4:8) type D2 using 40mm graded crushed stone aggregate as in foundation filling and mass concrete complete all specified and directed | 18 | Cum | 4,200 ₹75,600 | 3,200 ₹57,600 | 3,060 ₹55,080 Lowest | 4,500 ₹81,000 | 7,500 ₹1,35,000 |
| 8.00 | Formwork to soffits of suspended slabs such as roof labs, floor slabs, landings and similar work; not exceeding 200mm thick for flat surface complete all specified and directed | 18 | Sqm | 750 ₹13,500 | 800 ₹14,400 | 630 ₹11,340 | 450 ₹8,100 Lowest | 2,500 ₹45,000 |
| 9.00 | M&L for RCC (design mix M-30 using 20mm graded crushed stone aggregate) as in slab supported on wall, beams and columns in floors roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all specified and directed | 4 | Cum | 7,500 ₹30,000 | 12,000 ₹48,000 | 8,100 ₹32,400 | 7,200 ₹28,800 Lowest | 12,000 ₹48,000 |
| 10.00 | Demolition of RCC cover slab for manholes etc complete all as specified and as directed. | 2 | Cum | 600 ₹1,200 | 300 ₹600 | 720 ₹1,440 | 261 ₹522 Lowest | 500 ₹1,000 |
Tender Value
₹24.3 L
EMD Value
₹48,500
Closing Date
26 Aug 2026, 6:00 pmClosed
RAMESH CHANDRA MEENA
GARRISON ENGINEER (SOUTH), MUDFORT, SECUNDERABAD
SPECIAL REPAIRS TO SEWAGE OF ILP OF 54 IDSR (A) UNDER GE (SOUTH) SECUNDERABAD.
2026_MES_781829_1
GE(S)/SEC/TOKEN-80 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE SOUTH, MUDFORT, SECUNDERABAD
For Enlisted contractors class E and above category a (ii) and for unenlisted contractors meeting the eligibility criteria of above class and category for along eligible class with EMD
6 documents required · 6 mandatory
₹500
GARRISON ENGINEER (SOUTH), MUDFORT, SECUNDERABAD
₹48,500
Yes
7 Sept 2026
30 Jul 2026
28 Aug 2026
30 Jul 2026
26 Aug 2026
14 Aug 2026
30 Jul 2026 - 13 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas n.exc. 1.5m deep and getting out in hard /dense soil.complete all specified and directed | 60 | Cum | - | - |
| 2 | Excavation over areas exc. 1.5m deep and getting out in hard /dense soil.complete all specified and directed | 42 | Cum | - | - |
| 3 | Excavation in trenches by mechanical means (Hydraulic excavator) n.exc. 1.5m wide and n.exc. 1.5m in depth for taking up/laying sewer lines and getting out in any kind of soil complete all specified and directed | 90 | Cum | - | - |
| 4 | All as per item No.03 above but exc. 1.5m and n.exc. 3.0m deep complete all as specified and as directed. | 18 | Cum | - | - |
| 5 | Returning, filling in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm acomplete all specified and directed | 145 | Cum | - | - |
| 6 | Removing of excavated soil to a distance n.exc 50m and depositing where directed at alevel n.exc 1.5m above starting point.complete all specified and directed | 65 | Cum | - | - |
| 7 | M&L for PCC (1:4:8) type D2 using 40mm graded crushed stone aggregate as in foundation filling and mass concrete complete all specified and directed | 18 | Cum | - | - |
| 8 | Formwork to soffits of suspended slabs such as roof labs, floor slabs, landings and similar work; not exceeding 200mm thick for flat surface complete all specified and directed | 18 | Sqm | - | - |
| 9 | M&L for RCC (design mix M-30 using 20mm graded crushed stone aggregate) as in slab supported on wall, beams and columns in floors roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all specified and directed | 4 | Cum | - | - |
| 10 | Demolition of RCC cover slab for manholes etc complete all as specified and as directed. | 2 | Cum | - | - |
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