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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.3 LAdmitted-Finance | ₹32.3 L | L1 | Admitted-Finance |
| 2 | L2₹38.2 LAdmitted-Finance D NO 1 179 9 563 KDC KRUSHI DEFENCE COLONY R C PURAM PATANCHERU MEDAK 502319 | PATANCHERU | MEDAK | TELANGANA | 502319 | ₹38.2 L | L2 | Admitted-Finance |
| 3 | L3₹39.7 LAdmitted-Finance SINGAPURAM TOWER SHANKER PALLY RANGA REDDY 501203 | HYDERABAD | RANGA REDDY | TELANGANA | 501203 | ₹39.7 L | L3 | Admitted-Finance |
| 4 | L4₹41.6 LAdmitted-Finance | ₹41.6 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | BANTUSURESHGOUD CIVIL CONTRACTOR L1 | T VENKATASWAMY CIVIL CONTRACTORS L4 | Samrat Engineering Works L3 | SATYANARAYANA RAJU VEGESNA L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing in hard dense soil, not exceeding 15 cm deep and getting out as directed. | 600 | Sqm | 18 ₹10,800 | 40 ₹24,000 | 5 ₹3,000 | 30 ₹18,000 |
| 2.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep in hard / dense soil and getting out. Complete all as specified and directed | 500 | sqm | 30 ₹15,000 | 85 ₹42,500 | 15 ₹7,500 | 85 ₹42,500 |
| 3.00 | Excavating in post holes in Hard dense soil (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 directed. | 100 | Each | 50 ₹5,000 | 400 ₹40,000 | 100 ₹10,000 | 250 ₹25,000 |
| 4.00 | Excavation over areas not exceeding 1.5m depth in hard/dense soils and getting out , Complete all as specified and directed | 30 | Cum | 100 ₹3,000 | 400 ₹12,000 | 200 ₹6,000 | 400 ₹12,000 |
| 5.00 | Excavating in trenches in hard / dense soils, 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 . Complete all as specified and directed | 30 | Cum | 150 ₹4,500 | 550 ₹16,500 | 250 ₹7,500 | 550 ₹16,500 |
| 6.00 | Site clearence | 2,000 | Sqm | 9 ₹18,000 | 10 ₹20,000 | 5 ₹10,000 | 10 ₹20,000 |
| 7.00 | Removal of excavated material - soils exceeding 250 m but not exceeding 500 mtrs. and deposited where directed. Complete all as specified and directed | 50 | Cum | 100 ₹5,000 | 450 ₹22,500 | 30 ₹1,500 | 440 ₹22,000 |
| 8.00 | S&L of 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 | 25 | Cum | 500 ₹12,500 | 1,100 ₹27,500 | 700 ₹17,500 | 1,000 ₹25,000 |
| 9.00 | Hard core : Hard core with broken stone/ boulders of gauge not exc. 63mm, deposited, spread leveled in layers not exceeding 15 cm thick, and watered consolidated to required gradient & camber including watering. Complete all as specified and directed. | 15 | Cum | 1,000 ₹15,000 | 1,900 ₹28,500 | 800 ₹12,000 | 1,900 ₹28,500 |
| 10.00 | PCC : Plain Cement Concrete (1:4:8) Type D-2 using 40 mm graded aggregate in foundations, floors, filling and mass concrete, Complete all as specified and directed . | 5 | Cum | 4,100 ₹20,500 | 5,000 ₹25,000 | 3,000 ₹15,000 | 4,800 ₹24,000 |
Updated dates
Tender Value
₹47.0 L
EMD Value
₹94,000
Closing Date
28 May 2026, 3:00 pmClosed
THE CHIEF GENERAL MANAGER
AVNL,Ordnance factory Medak,Yeddumailaram 502205
Minor daily repair works in residential quarters and amenity buildings in estate area of OFMK
2026_AVNL_275819_1
73025/TE-05/OFMK/EO/2026-27
Open Tender
Civil Works
365 days
AVNL, ORDNANCE FACTORY MEDAK
As per tender terms and conditions
2 documents required · 2 mandatory
₹0
₹94,000
15 Jun 2026
27 Apr 2026
29 May 2026
27 Apr 2026
28 May 2026
27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing in hard dense soil, not exceeding 15 cm deep and getting out as directed. | 600 | Sqm | - | - |
| 2 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep in hard / dense soil and getting out. Complete all as specified and directed | 500 | sqm | - | - |
| 3 | Excavating in post holes in Hard dense soil (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 directed. | 100 | Each | - | - |
| 4 | Excavation over areas not exceeding 1.5m depth in hard/dense soils and getting out , Complete all as specified and directed | 30 | Cum | - | - |
| 5 | Excavating in trenches in hard / dense soils, 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 . Complete all as specified and directed | 30 | Cum | - | - |
| 6 | Site clearence | 2,000 | Sqm | - | - |
| 7 | Removal of excavated material - soils exceeding 250 m but not exceeding 500 mtrs. and deposited where directed. Complete all as specified and directed | 50 | Cum | - | - |
| 8 | S&L of 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 | 25 | Cum | - | - |
| 9 | Hard core : Hard core with broken stone/ boulders of gauge not exc. 63mm, deposited, spread leveled in layers not exceeding 15 cm thick, and watered consolidated to required gradient & camber including watering. Complete all as specified and directed. | 15 | Cum | - | - |
| 10 | PCC : Plain Cement Concrete (1:4:8) Type D-2 using 40 mm graded aggregate in foundations, floors, filling and mass concrete, Complete all as specified and directed . | 5 | Cum | - | - |
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