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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAccepted-AOC 1 16 70 SAI NAGAR COLONY ALWAL SECUNDERABAD 500 015 | SECUNDERABAD | HYDERABAD | TELANGANA | 500015 | L1 | Accepted-AOC TENDER FOUND LOWEST, HENCE TENDER ACCEPTED | |
| 2 | L2₹30.6 L+₹19,465.65 (0.64%)Rejected-AOC SECUNDERABAD | WARANGAL | TELANGANA | 506350 | L2 | Rejected-AOC Not lowest | |
| 3 | L3₹33.7 L+₹3.2 L (10.5%)Rejected-AOC | L3 | Rejected-AOC Not lowest | |
| 4 | L4₹34.2 L+₹3.8 L (12.4%)Rejected-AOC | L4 | Rejected-AOC Not lowest | |
| 5 | L5₹34.9 L+₹4.4 L (14.6%)Rejected-AOC PLOT NO 46 P T COLONY TRIMULGHERRY HYDERABAD TELANGANA 500015 | HYDERABAD | TELANGANA | 500015 | L5 | Rejected-AOC Not lowest |
| Sl No | Description | Qty | Unit | abhilasha constructions L7 | SAI RUPA CONSTRUCTIONS L2 | PARDEEP AND CO L5 | ATUL ENTERPRISES L1 | S.R.M.K Enterprises L9 | Krithi constructions L6 | GUTHIKONDA BROTHERS L8 | SRI BHAVANI ENTERPRISES L3 | SRI VARADA CONSTRUCTIONS L4 | BEEGEE DESIGN SYSTEMS L11 | D NAGESWAR REDDY L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of Reinforced Cement Concrete of any description and in any position not otherwise specifically provided for slab,shelves etc complete all as specified and as directed | 16.23 | Cum | 457 ₹7,417.11 | 450 ₹7,303.5 | 500 ₹8,115 | 300 ₹4,869 Lowest | 1,200 ₹19,476 | 500 ₹8,115 | 500 ₹8,115 | 600 ₹9,738 | 950 ₹15,418.5 | 1,179 ₹19,135.17 | 420 ₹6,816.6 |
| 2.00 | Demolition of Concrete of any description and in any position complete all as specified and as directed. | 61.8 | Cum | 450 ₹27,810 | 450 ₹27,810 | 500 ₹30,900 | 250 ₹15,450 Lowest | 500 ₹30,900 | 500 ₹30,900 | 400 ₹24,720 | 400 ₹24,720 | 650 ₹40,170 | 819 ₹50,614.2 | 425 ₹26,265 |
| 3.00 | Demolition of Bricks or stone masonry built in cement mortar complete all as specified and as directed | 158.61 | Cum | 257 ₹40,762.77 | 540 ₹85,649.4 | 500 ₹79,305 | 150 ₹23,791.5 Lowest | 400 ₹63,444 | 600 ₹95,166 | 350 ₹55,513.5 | 400 ₹63,444 | 725 ₹1,14,992.25 | 828 ₹1,31,329.08 | 400 ₹63,444 |
| 4.00 | Excavation in trenches n.exc 1.50 m wide and n.exc 1.50-m deep for fdn of manhole and getting out in soft /loose soil complete all as specified and as directed | 746.67 | Cum | 300 ₹2,24,001 | 405 ₹3,02,401.35 | 500 ₹3,73,335 | 350 ₹2,61,334.5 | 150 ₹1,12,000.5 Lowest | 395 ₹2,94,934.65 | 380 ₹2,83,734.6 | 400 ₹2,98,668 | 400 ₹2,98,668 | 450 ₹3,36,001.5 | 425 ₹3,17,334.75 |
| 5.00 | Excavating in trenches exc.1.5m wide and exc 1.5 m but n.exc.3.0 m in depth for foundations of walls and n.exc.10sqm on plan and n.exc.1.5m in depth in Hard & dense soil complete all as specified and as directed | 68.93 | Cum | 497 ₹34,259.3 | 540 ₹37,223.38 | 585 ₹40,325.33 | 350 ₹24,126.27 | 200 ₹13,786.44 Lowest | 450 ₹31,019.49 | 390 ₹26,883.55 | 450 ₹31,019.49 | 425 ₹29,296.18 | 630 ₹43,427.28 | 595 ₹41,014.65 |
| 6.00 | Excavating in trenches exc.1.5 m wide and exc 3.0 m but n.exc.4.5 m in depth for foundations of walls and n.exc.10sqm on plan and n.exc.1.5m in depth in Hard & dense soil complete all as specified and as directed | 68.93 | Cum | 657 ₹45,288.45 | 603 ₹41,566.11 | 685 ₹47,218.55 | 350 ₹24,126.27 | 250 ₹17,233.05 Lowest | 650 ₹44,805.92 | 395 ₹27,228.21 | 650 ₹44,805.92 | 550 ₹37,912.7 | 720 ₹49,631.18 | 650 ₹44,805.92 |
| 7.00 | Excavating in trenches exc.1.5 m wide and exc 3.0 m but n.exc.4.5 m in depth for foundations of walls and n.exc.10sqm on plan and n.exc.1.5m in depth in Hard & dense soil complete all as specified and as directed | 27.57 | Cum | 750 ₹20,679.66 | 603 ₹16,626.44 | 685 ₹18,887.42 | 350 ₹9,650.51 | 300 ₹8,271.86 Lowest | 750 ₹20,679.66 | 400 ₹11,029.15 | 650 ₹17,922.37 | 700 ₹19,301.01 | 630 ₹17,370.91 | 700 ₹19,301.01 |
| 8.00 | Loose filling with aggregate of Broken stones or boulders of gauge 15 to 80 mm in soakage pits, soakage wells
Note: Filling materials shall be of size 75,50,40,25 & 15 mm layers at the Ratio 5:4:3:2:1 laid from bottom to top for the portion 'H' and Top 700 mm shall be filled with 15mm material complete all as specified and as directed. | 12.34 | Cum | 5,500 ₹67,842.93 | 1,530 ₹18,872.67 | 1,250 ₹15,418.85 | 1,500 ₹18,502.62 | 5,000 ₹61,675.4 | 1,250 ₹15,418.85 | 4,000 ₹49,340.32 | 1,000 ₹12,335.08 | 965 ₹11,903.35 Lowest | 1,800 ₹22,203.14 | 2,800 ₹34,538.22 |
| 9.00 | Excavation over areas n exc 1.5m deep and getting out in soft/loose soil complete all as specified and as directed. | 34.56 | Cum | 650 ₹22,464 | 360 ₹12,441.6 | 300 ₹10,368 | 350 ₹12,096 | 150 ₹5,184 Lowest | 250 ₹8,640 | 300 ₹10,368 | 400 ₹13,824 | 425 ₹14,688 | 216 ₹7,464.96 | 500 ₹17,280 |
| 10.00 | Excavation over areas exc 1.5m deep and n exc 3m in depth and getting out in soft/loose soil complete all as specified and as directed. | 23.04 | Cum | 750 ₹17,280 | 405 ₹9,331.2 | 450 ₹10,368 | 350 ₹8,064 | 200 ₹4,608 Lowest | 350 ₹8,064 | 350 ₹8,064 | 450 ₹10,368 | 525 ₹12,096 | 369 ₹8,501.76 | 650 ₹14,976 |
Tender Value
₹48.0 L
EMD Value
₹96,500
Closing Date
15 Apr 2026, 6:00 pmClosed
RAMESH CHANDRA MEENA
GARRISON ENGINEER (SOUTH), MUDFORT, SECUNDERABAD PIN - 500003
SPL REPAIRS TO SEWAGE AND DRAINAGE LINE OF BLDG NO P 120, T 104 , T 105 T 84 TOILETS OF EME DEPOT BN UNDER AGE BR SOUTH NO I OF GE (SOUTH) SECUNDERABAD.
2026_MES_757811_1
GE(S)/SEC/TOKEN-116 OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
GE SOUTH, MUDFORT, SECUNDERABAD
For Enlisted contractors class D 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
₹96,500
Yes
12 Jun 2026
26 Mar 2026
17 Apr 2026
26 Mar 2026
15 Apr 2026
10 Apr 2026
26 Mar 2026 - 9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Demolition of Reinforced Cement Concrete of any description and in any position not otherwise specifically provided for slab,shelves etc complete all as specified and as directed | |||||
| 2Demolition of Concrete of any description and in any position complete all as specified and as directed. | |||||
| 3Demolition of Bricks or stone masonry built in cement mortar complete all as specified and as directed | |||||
| 4Excavation in trenches n.exc 1.50 m wide and n.exc 1.50-m deep for fdn of manhole and getting out in soft /loose soil complete all as specified and as directed | |||||
| 5Excavating in trenches exc.1.5m wide and exc 1.5 m but n.exc.3.0 m in depth for foundations of walls and n.exc.10sqm on plan and n.exc.1.5m in depth in Hard & dense soil complete all as specified and as directed | |||||
| 6Excavating in trenches exc.1.5 m wide and exc 3.0 m but n.exc.4.5 m in depth for foundations of walls and n.exc.10sqm on plan and n.exc.1.5m in depth in Hard & dense soil complete all as specified and as directed | |||||
| 7Excavating in trenches exc.1.5 m wide and exc 3.0 m but n.exc.4.5 m in depth for foundations of walls and n.exc.10sqm on plan and n.exc.1.5m in depth in Hard & dense soil complete all as specified and as directed | |||||
| 8Loose filling with aggregate of Broken stones or boulders of gauge 15 to 80 mm in soakage pits, soakage wells Note: Filling materials shall be of size 75,50,40,25 & 15 mm layers at the Ratio 5:4:3:2:1 laid from bottom to top for the portion 'H' and Top 700 mm shall be filled with 15mm material complete all as specified and as directed. | |||||
| 9Excavation over areas n exc 1.5m deep and getting out in soft/loose soil complete all as specified and as directed. | |||||
| 10Excavation over areas exc 1.5m deep and n exc 3m in depth and getting out in soft/loose soil complete all as specified and as directed. | |||||
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