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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.0 LAdmitted-Finance | ₹39.0 L | L1 | Admitted-Finance |
| 2 | L2₹42.4 L+₹3.4 L (8.69%)Admitted-Finance SECUNDERABAD | WARANGAL | TELANGANA | 506350 | ₹42.4 L+₹3.4 L (8.69%) | L2 | Admitted-Finance |
| 3 | L3₹45.6 L+₹6.6 L (16.8%)Admitted-Finance 1 16 70 SAI NAGAR COLONY ALWAL SECUNDERABAD 500 015 | SECUNDERABAD | HYDERABAD | TELANGANA | 500015 | ₹45.6 L+₹6.6 L (16.8%) | L3 | Admitted-Finance |
| 4 | L4₹49.4 L+₹10.4 L (26.6%)Admitted-Finance | ₹49.4 L+₹10.4 L (26.6%) | L4 | Admitted-Finance |
| 5 | L5₹49.7 L+₹10.6 L (27.2%)Admitted-Finance | ₹49.7 L+₹10.6 L (27.2%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SAI RUPA CONSTRUCTIONS L2 | ATUL ENTERPRISES L3 | M/S DIVIJA BUILDERS L7 | Neeru Constructions L1 | M/S RADHIKA ENTERPRISES L6 | SHAH ENTERPRISES L4 | GADUSU RAMESH CONTRACTOR L8 | VACON INFRASTRUCTURES L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard / dense soil.Complete all as specified and directed. | 275 | Sqm | 45 ₹12,375 | 50 ₹13,750 | 77 ₹21,175 | 60 ₹16,500 | 60 ₹16,500 | 50 ₹13,750 | 78 ₹21,450 | 25 ₹6,875 Lowest |
| 2.00 | Earth work in excavation for all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Complete all as specified and directed. | 10 | Cum | 504 ₹5,040 | 550 ₹5,500 | 725 ₹7,250 | 600 ₹6,000 | 700 ₹7,000 | 500 ₹5,000 | 778 ₹7,780 | 400 ₹4,000 Lowest |
| 3.00 | M&L for Cement concrete type D 2 1:4:8 (using 40 mm graded crushed stone aggregate) in foundation filling and mass concrete Complete all as specified and directed. | 1 | Cum | 3,600 ₹3,600 | 4,000 ₹4,000 | 4,600 ₹4,600 | 500 ₹500 Lowest | 4,150 ₹4,150 | 5,000 ₹5,000 | 4,488 ₹4,488 | 6,000 ₹6,000 |
| 4.00 | M&L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in, built in CM (1:6) Complete all as specified and directed. | 14 | Cum | 7,200 ₹1,00,800 | 7,500 ₹1,05,000 | 7,350 ₹1,02,900 | 6,300 ₹88,200 | 9,000 ₹1,26,000 | 7,500 ₹1,05,000 | 7,288 ₹1,02,032 | 6,000 ₹84,000 Lowest |
| 5.00 | M&L for Brickwork with fly ash bricks, straight or curved on plan exc to any radius, half brick walls, built in CM (1:4) Complete all as specified and directed. | 6 | Sqm | 1,080 ₹6,480 | 1,150 ₹6,900 | 1,250 ₹7,500 | 2,000 ₹12,000 | 1,620 ₹9,720 | 850 ₹5,100 Lowest | 1,288 ₹7,728 | 1,200 ₹7,200 |
| 6.00 | M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia for securing with clips quality conforming to deformed or TMT bars.Complete all as specified and directed. | 70 | Kg | 117 ₹8,190 | 125 ₹8,750 | 120 ₹8,400 | 110 ₹7,700 Lowest | 130 ₹9,100 | 110 ₹7,700 Lowest | 128 ₹8,960 | 110 ₹7,700 Lowest |
| 7.00 | All as per item No.6 but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders TMT bars.Complete all as specified and directed. | 40 | Kg | 117 ₹4,680 | 130 ₹5,200 | 190 ₹7,600 | 110 ₹4,400 Lowest | 145 ₹5,800 | 110 ₹4,400 Lowest | 148 ₹5,920 | 110 ₹4,400 Lowest |
| 8.00 | M&L for Form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs, etc also splays between floors and beams, etc.rough finished surfaces of concrete.Complete all as specified and directed. | 9 | Sqm | 900 ₹8,100 | 945 ₹8,505 | 1,250 ₹11,250 | 680 ₹6,120 | 1,000 ₹9,000 | 650 ₹5,850 | 1,128 ₹10,152 | 550 ₹4,950 Lowest |
| 9.00 | M&L for Reinforced cement concrete (nominal mix) in type B1 1:2:4 (using 20 mm graded crushed stone aggregate) in Beams, cantilevers, bressummers, lintels over 1.5m span.Complete all as specified and directed. | 1.2 | Cum | 8,100 ₹9,720 | 8,000 ₹9,600 | 8,250 ₹9,900 | 6,850 ₹8,220 | 8,150 ₹9,780 | 8,500 ₹10,200 | 8,428 ₹10,113.6 | 6,500 ₹7,800 Lowest |
| 10.00 | M&L for 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 directed. | 1.3 | Cum | 540 ₹702 Lowest | 600 ₹780 | 725 ₹942.5 | 1,000 ₹1,300 | 650 ₹845 | 2,500 ₹3,250 | 728 ₹946.4 | 1,500 ₹1,950 |
Tender Value
₹47.5 L
EMD Value
₹95,100
Closing Date
19 Aug 2026, 6:00 pmClosed
RAMESH CHANDRA MEENA
GARRISON ENGINEER (SOUTH), MUDFORT, SECUNDERABAD
SPL REPAIR TO MD ACCN BLDG NO T04 OF ADM BN AND PROVN OF TOILET BLOCK NEAR OFFRS MESS BLDG NO 122 AT AOC CENTRE AND UNDER AGE BR (S) NO-II OF GE (SOUTH) SECUNDERABAD.
2026_MES_781796_1
GE(S)/SEC/TOKEN-76 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE SOUTH, MUDFORT, SECUNDERABAD
For Enlisted contractors class D and above category a (i) and b (i) 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
₹95,100
Yes
3 Sept 2026
30 Jul 2026
21 Aug 2026
30 Jul 2026
19 Aug 2026
14 Aug 2026
30 Jul 2026 - 13 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard / dense soil.Complete all as specified and directed. | 275 | Sqm | - | - |
| 2 | Earth work in excavation for all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Complete all as specified and directed. | 10 | Cum | - | - |
| 3 | M&L for Cement concrete type D 2 1:4:8 (using 40 mm graded crushed stone aggregate) in foundation filling and mass concrete Complete all as specified and directed. | 1 | Cum | - | - |
| 4 | M&L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in, built in CM (1:6) Complete all as specified and directed. | 14 | Cum | - | - |
| 5 | M&L for Brickwork with fly ash bricks, straight or curved on plan exc to any radius, half brick walls, built in CM (1:4) Complete all as specified and directed. | 6 | Sqm | - | - |
| 6 | M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia for securing with clips quality conforming to deformed or TMT bars.Complete all as specified and directed. | 70 | Kg | - | - |
| 7 | All as per item No.6 but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders TMT bars.Complete all as specified and directed. | 40 | Kg | - | - |
| 8 | M&L for Form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs, etc also splays between floors and beams, etc.rough finished surfaces of concrete.Complete all as specified and directed. | 9 | Sqm | - | - |
| 9 | M&L for Reinforced cement concrete (nominal mix) in type B1 1:2:4 (using 20 mm graded crushed stone aggregate) in Beams, cantilevers, bressummers, lintels over 1.5m span.Complete all as specified and directed. | 1.2 | Cum | - | - |
| 10 | M&L for 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 directed. | 1.3 | Cum | - | - |
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