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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 CrAdmitted-Finance | ₹11.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹11.7 Cr+₹17.6 L (1.53%)Admitted-Finance PATHARGAMA GODDA | PATHARGAMA | GODDA | JHARKHAND | ₹11.7 Cr+₹17.6 L (1.53%) | L2 | Admitted-Finance |
| 3 | L3₹12.1 Cr+₹55.9 L (4.85%)Admitted-Finance AT GIRISH TAKIES KALYANPUR DIST JAMUI PIN 811307 | JAMUI | BIHAR | 811307 | ₹12.1 Cr+₹55.9 L (4.85%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical TARANGINI VILLA MAIN ROAD BHAGAT PARA PAKUR | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical PREM KUNJ APARTMENT FLAT NO 3C MPD ROAD JAGDISHPUR BHAGALPUR BIHAR | BHAGALPUR | BIHAR | 811211 | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | KHUDIRAM SAHA L1 | SATISH KUMAR L3 | M/S S K TEKRIWAL L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork 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 soil. Mechanical means depth upto 3m. (Ordinary soil). RCDSOR 12.01B(i) | 1,526.82 | Cum | 60.21 ₹91,929.83 Lowest | 63.13 ₹96,388.15 | 61.21 ₹93,456.65 |
| 2.00 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. RCDSOR 12.22 | 55.28 | MT | 1,00,827.84 ₹55,73,763 Lowest | 1,05,520.25 ₹58,33,159.42 | 1,01,493.09 ₹56,10,538.02 |
| 3.00 | Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. 1200mm Dia RCDSOR 12.25 | 916 | M | 9,759.32 ₹89,39,537.12 Lowest | 10,232.86 ₹93,73,299.76 | 9,820.5 ₹89,95,578 |
| 4.00 | Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. PCC Grade M15 using batching plant & Concrete pump. RCDSOR 12.41 Case-I | 50.09 | Cum | 4,772.01 ₹2,39,020.44 Lowest | 5,003.56 ₹2,50,618.31 | 4,850.82 ₹2,42,967.87 |
| 5.00 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification RCC Grade M30 using batching plant & Concrete pump. RCDSOR 12.40 C Case-II | 618.19 | Cum | 5,635.6 ₹34,83,882.84 Lowest | 5,909.05 ₹36,52,927.44 | 5,728.67 ₹35,41,417.96 |
| 6.00 | Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV). RCDSOR 12.37 | 500 | MT | 5,559.7 ₹27,79,850 Lowest | 5,829.47 ₹29,14,735 | 5,651.52 ₹28,25,760 |
| 7.00 | Supplying, fitting and placing HYSD bar reinforcement in Foundation complete as per drawing and technical specifications. RCDSOR 12.42 | 151.65 | MT | 92,251.22 ₹1,39,89,897.51 Lowest | 96,727.47 ₹1,46,68,720.83 | 93,774.82 ₹1,42,20,951.45 |
| 8.00 | Confirmatory boring at every pier and abutment location. NS | 180 | M | 2,307.8 ₹4,15,404 Lowest | 2,419.78 ₹4,35,560.4 | 2,345.92 ₹4,22,265.6 |
| 9.00 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications. Granular Material. RCDSOR 13.09 A | 1,012.36 | Cum | 895.71 ₹9,06,780.98 Lowest | 939.17 ₹9,50,778.14 | 910.51 ₹9,21,763.9 |
| 10.00 | 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. RCDSOR 13.10 | 161.25 | Cum | 2,184.26 ₹3,52,211.93 Lowest | 2,290.24 ₹3,69,301.2 | 2,220.33 ₹3,58,028.21 |
Tender Value
₹11.0 Cr
EMD Value
₹11 L
Closing Date
24 Mar 2026, 12:00 pmClosed
Executive Engineer, RCD, Road Division, Sahibganj
Executive Engineer, RCD, Road Division, Sahibganj
Construction of High Level Bridge over Margang River in 9th KM of Shobhanpur Bhatta to Rajgaon Road under Road Division Sahibganj for the year 2025-26
2026_CECOM_111259_1
RCD/SAHIBGANJ/140/2025-26
Open Tender
Civil Works
Item Rate
548 days
SHOBHANPUR BHATTA TO RAJGAON ROAD
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹11 L
10 Sept 2026
11 Mar 2026
25 Mar 2026
11 Mar 2026
24 Mar 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork 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 soil. Mechanical means depth upto 3m. (Ordinary soil). RCDSOR 12.01B(i) | 1,526.82 | Cum | 57.4 | ₹87,639.47 |
| 2 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. RCDSOR 12.22 | 55.28 | MT | 96,118.06 | ₹53,13,406.36 |
| 3 | Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. 1200mm Dia RCDSOR 12.25 | 916 | M | 9,303.45 | ₹85,21,960.2 |
| 4 | Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. PCC Grade M15 using batching plant & Concrete pump. RCDSOR 12.41 Case-I | 50.09 | Cum | 4,549.1 | ₹2,27,855.32 |
| 5 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification RCC Grade M30 using batching plant & Concrete pump. RCDSOR 12.40 C Case-II | 618.19 | Cum | 5,372.35 | ₹33,21,143.79 |
| 6 | Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV). RCDSOR 12.37 | 500 | MT | 5,300 | ₹26,50,000 |
| 7 | Supplying, fitting and placing HYSD bar reinforcement in Foundation complete as per drawing and technical specifications. RCDSOR 12.42 | 151.65 | MT | 87,942.06 | ₹1,33,36,413.4 |
| 8 | Confirmatory boring at every pier and abutment location. NS | 180 | M | 2,200 | ₹3,96,000 |
| 9 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications. Granular Material. RCDSOR 13.09 A | 1,012.36 | Cum | 853.87 | ₹8,64,423.83 |
| 10 | 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. RCDSOR 13.10 | 161.25 | Cum | 2,082.23 | ₹3,35,759.59 |
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