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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.3 LAdmitted-Finance D 16 OF HQ ADG P CHENNAI PLOT NO 97 SANTOSH NAGAR BALAJI NAGAR NEAR CURRENT OFFICE MEDCHAL MALKAJGIRI TELANGANA 500087 | MEDCHAL MALKAJGIRI | TELANGANA | 500087 | ₹43.3 L | L1 | Admitted-Finance |
| 2 | L2₹43.5 L+₹21,381.01 (0.49%)Admitted-Finance | ₹43.5 L+₹21,381.01 (0.49%) | L2 | Admitted-Finance |
| 3 | L3₹44.9 L+₹1.6 L (3.70%)Admitted-Finance | ₹44.9 L+₹1.6 L (3.70%) | L3 | Admitted-Finance |
| 4 | L4₹48.9 L+₹5.6 L (13.0%)Admitted-Finance SECUNDERABAD | WARANGAL | TELANGANA | 506350 | ₹48.9 L+₹5.6 L (13.0%) | L4 | Admitted-Finance |
| 5 | L5₹49.0 L+₹5.8 L (13.3%)Admitted-Finance 1 16 70 SAI NAGAR COLONY ALWAL SECUNDERABAD 500 015 | SECUNDERABAD | HYDERABAD | TELANGANA | 500015 | ₹49.0 L+₹5.8 L (13.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SAI RUPA CONSTRUCTIONS L4 | M/S DIVIJA BUILDERS L3 | M/S RADHIKA ENTERPRISES L1 | BEEGEE DESIGN SYSTEMS L2 | VACON INFRASTRUCTURES L7 | ATUL ENTERPRISES L5 | Vara Enterprises L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed. | 32.25 | Cum | 800 ₹25,801.83 | 320 ₹10,320.73 Lowest | 333 ₹10,740.01 | 360 ₹11,610.82 | 400 ₹12,900.91 | 600 ₹19,351.37 | 350 ₹11,288.3 |
| 2.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and as directed. | 18 | Each | 300 ₹5,400 | 125 ₹2,250 | 126 ₹2,268 | 153 ₹2,754 | 30 ₹540 Lowest | 250 ₹4,500 | 130 ₹2,340 |
| 3.00 | M&L for PCC (1:4:8) type D2 using 40mm graded stone aggregate as in foundation filling, post concerete and mass concrete complete all as specified and as directed. | 6.89 | Cum | 3,600 ₹24,796.8 | 5,210 ₹35,886.48 | 5,400 ₹37,195.2 | 5,600 ₹38,572.8 | 500 ₹3,444 Lowest | 4,000 ₹27,552 | 5,500 ₹37,884 |
| 4.00 | S&F of Structural Steel work as in columns, posts, stanchions etc using ERW or induction butt welded tubes conforming to IS-1161-1998 grade St.-240 or with holow structural steel sections conforming to IS 4923-1997 Grade St-240 complete all as specified and as directed. | 800 | Kg | 135 ₹1,08,000 | 125 ₹1,00,000 Lowest | 144 ₹1,15,200 | 153 ₹1,22,400 | 125 ₹1,00,000 Lowest | 165 ₹1,32,000 | 155 ₹1,24,000 |
| 5.00 | M & L for rolled mild steel in plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and as directed. | 150 | Kg | 135 ₹20,250 | 125 ₹18,750 Lowest | 144 ₹21,600 | 153 ₹22,950 | 125 ₹18,750 Lowest | 165 ₹24,750 | 160 ₹24,000 |
| 6.00 | M&L for aluminium composite panel sheet of 3.0mm thick, for MS post and gap filling on sides with skin thickness of 0.25mm of aluminium on both sides, sandwiched by 2.5mm polyethylene core with PVDF coating of 30.0micron fixed over frame of aluminium tabular section 50x25mmx 2.0mm thick, with necessary silicon filling, in approved pattern as in column, beam, wall etc. complete as specified and as directed. | 30 | Sqm | 5,000 ₹1,50,000 | 950 ₹28,500 Lowest | 990 ₹29,700 | 1,080 ₹32,400 | 4,500 ₹1,35,000 | 5,000 ₹1,50,000 | 1,050 ₹31,500 |
| 7.00 | Dismantling timber scantling 40 sq cm and over in any position complete all as specified and as directed. | 1.5 | Cum | 550 ₹825 | 2,100 ₹3,150 | 2,223 ₹3,334.5 | 2,430 ₹3,645 | 450 ₹675 Lowest | 1,000 ₹1,500 | 2,500 ₹3,750 |
| 8.00 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed. | 16.5 | Qtl | 500 ₹8,250 | 420 ₹6,930 Lowest | 450 ₹7,425 | 450 ₹7,425 | 450 ₹7,425 | 500 ₹8,250 | 550 ₹9,075 |
| 9.00 | S & F of structural steel work in tubular trusses including special shaped washer etc.. using ERW or induction butt welded tubes conforming to IS-1161-1998 grade St.-240 or with holow structural steel sections conforming to IS 4923-1997 Grade St-240 complete all as specified and as directed. | 600 | Kg | 130 ₹78,000 | 165 ₹99,000 | 126 ₹75,600 Lowest | 144 ₹86,400 | 250 ₹1,50,000 | 165 ₹99,000 | 165 ₹99,000 |
| 10.00 | S & F of structural steel work as in main and cross beams, hip and jack rafters, purlins where connected to common rafters , vertical posts, etc fixed with angle cleats or other connecting plates, cleats etc. using ERW or induction butt welded tubes conforming to IS-1161-1998 grade St.-240 or with holow structural steel sections conforming to IS 4923-1997 Grade St-240 complete all as specified and as directed. | 1,050 | Kg | 125 ₹1,31,250 Lowest | 135 ₹1,41,750 | 126 ₹1,32,300 | 135 ₹1,41,750 | 250 ₹2,62,500 | 165 ₹1,73,250 | 165 ₹1,73,250 |
Tender Value
₹48.0 L
EMD Value
₹96,200
Closing Date
19 Aug 2026, 6:00 pmClosed
RAMESH CHANDRA MEENA
GARRISON ENGINEER (SOUTH), MUDFORT, SECUNDERABAD
SPL REPAIR TO MD ACCN BLDG NO J-99 AT ROBERT LINE UNDER AGE BR (S) NO-I OF GE (SOUTH) SECUNDERABAD.
2026_MES_781812_1
GE(S)/SEC/TOKEN-75 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 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
₹96,200
Yes
18 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 | Demolition of concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed. | 32.25 | Cum | - | - |
| 2 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and as directed. | 18 | Each | - | - |
| 3 | M&L for PCC (1:4:8) type D2 using 40mm graded stone aggregate as in foundation filling, post concerete and mass concrete complete all as specified and as directed. | 6.89 | Cum | - | - |
| 4 | S&F of Structural Steel work as in columns, posts, stanchions etc using ERW or induction butt welded tubes conforming to IS-1161-1998 grade St.-240 or with holow structural steel sections conforming to IS 4923-1997 Grade St-240 complete all as specified and as directed. | 800 | Kg | - | - |
| 5 | M & L for rolled mild steel in plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and as directed. | 150 | Kg | - | - |
| 6 | M&L for aluminium composite panel sheet of 3.0mm thick, for MS post and gap filling on sides with skin thickness of 0.25mm of aluminium on both sides, sandwiched by 2.5mm polyethylene core with PVDF coating of 30.0micron fixed over frame of aluminium tabular section 50x25mmx 2.0mm thick, with necessary silicon filling, in approved pattern as in column, beam, wall etc. complete as specified and as directed. | 30 | Sqm | - | - |
| 7 | Dismantling timber scantling 40 sq cm and over in any position complete all as specified and as directed. | 1.5 | Cum | - | - |
| 8 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed. | 16.5 | Qtl | - | - |
| 9 | S & F of structural steel work in tubular trusses including special shaped washer etc.. using ERW or induction butt welded tubes conforming to IS-1161-1998 grade St.-240 or with holow structural steel sections conforming to IS 4923-1997 Grade St-240 complete all as specified and as directed. | 600 | Kg | - | - |
| 10 | S & F of structural steel work as in main and cross beams, hip and jack rafters, purlins where connected to common rafters , vertical posts, etc fixed with angle cleats or other connecting plates, cleats etc. using ERW or induction butt welded tubes conforming to IS-1161-1998 grade St.-240 or with holow structural steel sections conforming to IS 4923-1997 Grade St-240 complete all as specified and as directed. | 1,050 | Kg | - | - |
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