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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAdmitted-Finance 202 TIWARI CHOWK DEOGHAR COLLEGE ROAD NILKATH VIHAR SAWERA GALI DEOGHAR | DEOGHAR | JHARKHAND | 814112 | ₹3.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.7 CrAdmitted-Finance AT PO SUNDAY BAZAR DIST BOKARO JHARKHAND | BOKARO | JHARKHAND | 825102 | ₹3.7 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical AT PO CHITRA P S CHITRA DIST DEOGHAR | DEOGHAR | JHARKHAND | 814112 | - | - | Rejected-Technical as per cl 4.5(A)(c) and SL 5 of app to Sec-I |
| 4 | Rejected-Technical NULL | - | - | Rejected-Technical as per cl 4.5(A)(c) and SL 5 of app to Sec-I |
| Sl No | Description | Qty | Unit | SUJATA UDIT BUILDERS PVT LTD L1 | SATISH KUMAR L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Rock ( not requiring blasting) Mechanical means | 844.93 | cum | 350 ₹3.0 L | 359.12 ₹3.0 L |
| 2.00 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 81.28 | cum | 4,870 ₹4.0 L | 4,895.01 ₹4.0 L |
| 3.00 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC Grade M30 using batching plant,transit mixer & Concrete pump | 119.7 | cum | 6,100 ₹7.3 L | 6,145.21 ₹7.4 L |
| 4.00 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | 4.4 | MT | 96,000 ₹4.2 L | 96,615.47 ₹4.3 L |
| 5.00 | Confirmatory Boring through Core drilling of BX (41mm to 59mm) size by rotary core drilling machine up to 20.0 m depth in all kinds of hard rock including finishing, maintenance of core (minimum 80% core recovery in hard rock is essential and sludge for foundation exploration complete as per spn. and direction of E/I | 30 | m | 2,400 ₹72,000 | 2,409.22 ₹72,276.60 |
| 6.00 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications Height upto 5m RCC Grade M30 using batching plant, transit mixer & concrete pump. Height up to 5m | 221.98 | cum | 6,400 ₹14.2 L | 6,425.66 ₹14.3 L |
| 7.00 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications Granular Material | 271.43 | cum | 910 ₹2.5 L | 914.09 ₹2.5 L |
| 8.00 | Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification. | 84.77 | cum | 3,000 ₹2.5 L | 3,018.36 ₹2.6 L |
| 9.00 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification PCC Grade M15 using batching plant & Concrete pump | 12.44 | cum | 4,900 ₹60,956 | 4,940.15 ₹61,455.47 |
| 10.00 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification | 27.02 | cum | 10,850 ₹2.9 L | 10,909.79 ₹2.9 L |
Tender Value
₹3.4 Cr
EMD Value
₹3.4 L
Closing Date
14 May 2026, 12:00 pmClosed
Executive Engineer, RCD , Road Division, Deoghar
O/O Executive Engineer, RCD , Road Division, Deoghar
Construction of High Level Bridge over Baskijore Nala at chainage 5th km in Sarath - Chitra Road (including construction of approach road) under Road Division, Deoghar
2026_CECOM_113290_1
RCD/DEOGHAR/557/2026-27 (1st Call)
Open Tender
Civil Works
547 days
5th km in Sarath - Chitra Road
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹3.4 L
22 Jun 2026
24 Apr 2026
18 May 2026
24 Apr 2026
14 May 2026
24 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Rock ( not requiring blasting) Mechanical means | 1 | cum | - | - |
| 2 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | - | cum | - | - |
| 3 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC Grade M30 using batching plant,transit mixer & Concrete pump | - | cum | - | - |
| 4 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | - | MT | - | - |
| 5 | Confirmatory Boring through Core drilling of BX (41mm to 59mm) size by rotary core drilling machine up to 20.0 m depth in all kinds of hard rock including finishing, maintenance of core (minimum 80% core recovery in hard rock is essential and sludge for foundation exploration complete as per spn. and direction of E/I | - | m | - | - |
| 6 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications Height upto 5m RCC Grade M30 using batching plant, transit mixer & concrete pump. Height up to 5m | 1 | cum | - | - |
| 7 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications Granular Material | - | cum | - | - |
| 8 | Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification. | 1 | cum | - | - |
| 9 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification PCC Grade M15 using batching plant & Concrete pump | 1 | cum | - | - |
| 10 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification | 1 | cum | - | - |
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