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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.1 LAdmitted-Finance JAGNA SAHADAT NAGAR GOLA ROAD DISTRICT SITAPUR | SITAPUR | UTTAR PRADESH | 261001 | -0.21% | ₹5.1 L | L1 | Admitted-Finance |
| 2 | L2₹5.1 LAdmitted-Finance | -0.04% | ₹5.1 L | L2 | Admitted-Finance |
Tender Value
₹5.1 L
EMD Value
₹11,000
Closing Date
25 Jun 2026, 12:00 pmClosed
EE RED DIV BALLIA
EE RED DIV BALLIA
LOT 43 BALLIA NAGAR CHANDRASHEKHAR UDYAN ME OPEN GYM KA NIRMAN KARYA
2026_REDUP_1162125_1
546/EE/RED/25-05-2026
Open Tender
Civil Works
90 days
BALLIA
Please refer Tender documents.
2 documents required · 2 mandatory
₹856
₹11,000
Yes
30 Jun 2026
19 Jun 2026
25 Jun 2026
19 Jun 2026
25 Jun 2026
19 Jun 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) | 1 | cum | 122.74 | ₹122.62 |
| 2 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 (2023) | 1 | cum | 4,712 | ₹4,707.29 |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1 (2023) | 1 | cum | 5,098.46 | ₹5,093.36 |
| 4 | (Rowing ),Specification: Main Frame = 50mm “B” Class GI Pipe. Supporting Pipe of handles = 50mm “B” Class GI Pipe. Size: 1050X975X1650mm | - | No. | 67,450 | - |
| 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. | 76,000 | - |
| 6 | (Shoulder Press), Specification: Main Frame= 50mm “B” Class GI Pipe. Supporting Pipe of handles= 50mm “B” Class GI Pipe. With 30kg. Weight plates Size: 975X1050X1500mm | - | No. | 77,900 | - |
| 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. | 76,000 | - |
| 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)
1 | - | No. | 45,600 | - |
| 9 | Transportation + Installation Charges | - | No. | 66,975 | - |
| 10 | Rubber Moulded Reflective Zig-Zag 80 mm thick Providing and Laying of Interlocking Concrete Block Pavements having thikness 80 mm as per drawing and technical specification clause 1504 | 1 | sqm | 793.25 | ₹792.46 |
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