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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.3 LAdmitted-Finance | -23.51% | ₹16.3 L | L1 | Admitted-Finance |
| 2 | L2₹16.4 LAdmitted-Finance | -23.04% | ₹16.4 L | L2 | Admitted-Finance |
| 3 | L3₹16.6 LAdmitted-Finance H NO 5 117 BODUPPAL INDIRA NAGAR COLONY GHATKESAR MANDAL R R DIST 500 092 | MEDCHAL MALKAJGIRI | TELANGANA | 500092 | -21.90% | ₹16.6 L | L3 | Admitted-Finance |
| 4 | L4₹16.8 LAdmitted-Finance | -21.00% | ₹16.8 L | L4 | Admitted-Finance |
| 5 | L5₹19.6 LAdmitted-Finance | -7.70% | ₹19.6 L | L5 | Admitted-Finance |
Tender Value
₹21.3 L
EMD Value
₹43,000
Closing Date
22 Apr 2026, 2:00 pmClosed
Shri. S K Dubey, Sc F, CCE
CCE (RnD) Estates South Chandrayangutta Hyderabad - 05
Restoration of Security Wall at NOAR, Kurnool.
2026_DRDO_904312_1
CCEESTS/ENQ/NOAR/SECURITY/HYD/ 115/2025-26
Open Tender
Civil Works
180 days
Kurnool
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹43,000
12 May 2026
2 Apr 2026
23 Apr 2026
2 Apr 2026
22 Apr 2026
2 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RESTORATION OF SECURITY WALL AT NOAR KURNOOL | |||||
| 2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | |||||
| 3Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. (a) Hard rock (blasting prohibited) | |||||
| 3.01 | (b) Ordinary rock | - | Cum | - | - |
| 4Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. | |||||
| 51:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 raded stone aggregate 40 mm nominal size derived from natural sources) | |||||
| 6Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | |||||
| 7Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) Flush/ Ruled pointing | |||||
| 8Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 9Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | |||||
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