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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.7 LAdmitted-Finance | -0.21% | ₹5.7 L | L1 | Admitted-Finance |
| 2 | L2₹5.7 L+₹1,147.61 (0.20%)Admitted-Finance AZAMGARH CIRCLE EE BALLIA | -0.01% | ₹5.7 L+₹1,147.61 (0.20%) | L2 | Admitted-Finance |
Tender Value
₹5.7 L
EMD Value
₹11,000
Closing Date
7 May 2026, 12:00 pmClosed
EE RED DIV Ballia
EE RED DIV Ballia
Lot13 vikash khand rasara ke gram sabha bastaura me jay prakash narayan sorvoday vidyalay me open jim ka isthapana ka kary
2026_REDUP_1139417_1
67/EE/RED/2025-26/08-04-2026
Open Tender
Civil Works
Fixed-rate
90 days
ballia
Please refer Tender documents.
3 documents required · 3 mandatory
₹856
₹11,000
Yes
16 May 2026
1 May 2026
8 May 2026
1 May 2026
7 May 2026
1 May 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. DSR 2.6.1 (2023) | - | Cum | - | - |
| 2 | 1:4:8 (1 Cement 4 coarse sand (zone-III) denved from natural sources 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 (2023) | 1 | Cum | - | - |
| 3 | Brick work with common burnt clay FPS. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement 4 coarse sand) DSR 6.11 (2023) | - | Cum | - | - |
| 4 | (Rowing ),Spacification: Main Frame = 50mm “B” Class GI Pipe. Supporting Pipe of handles = 50mm “B” Class GI Pipe. Size: 1050X975X1650mm | - | No | - | - |
| 5 | (Chest Press ), Specification: Main Frame= 50mm “B” Class GI Pipe. Supporting Pipe of handles= 50mm “B” Class GI Pipe. With 30kg. Weight plates Size: 900X1050X1275mm | - | No | - | - |
| 6 | (Shoulder Press), Specification: Main Frame= 50mm “B” Class GI Pipe. Supporting Pipe of handles= 50mm “B” Class GI Pipe. With 30kg. Weight plates | - | No | - | - |
| 7 | (Incline Chest Press), Specification: Main Frame= 50mm “B” Class GI Pipe. Supporting Pipe of handles= 50mm “B” Class GI Pipe. With 30kg. Weight plates Size: 1350X975X750mm Specification: Main Frame= 50mm “B” Class GI Pipe. Supporting Pipe of handles= 50mm “B” Class GI Pipe. With 30kg. Weight plates Size: 1350X975X750mm | - | No | - | - |
| 8 | (Leg Press), Specification: Center main pipe114mm, “B” class GI pipe (3mm to 3.5mm thickness) Sitting pipe 40mm, “B” class GI Pipe (3mm, to 3.5mm thickness) Both side vertical structure pipe 40mm. GI Pipe (3mm. to 3.5mm thickness) Seat metallic sheet 3mm. M.S Footrest M.S Checked Plate 4mm (3. To 3.5mm Thickness) | - | No | - | - |
| 9 | (Weight Lifter), Spacification: Frame Pipe = 114mm “B” Class GI Pipe. Center Pipe = 50mm “B” Class GI Pipe. Size: 2400mmX1300mm | - | No | - | - |
| 10 | Transportation + Installation Charges | - | Job | - | - |
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BOQ_2127344.xls
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