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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance KALIMAT PO MAHULIA GHATSILA EAST SINGHBUM 832304 | EAST SINGHBUM | JHARKHAND | 832304 | ₹2.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 CrAdmitted-Finance ADITYAPUR 2 RIT SERAIKELA KHARSAWAN | ₹2.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.6 CrAdmitted-Finance | ₹2.6 Cr | L3 | Admitted-Finance |
| 4 | L4₹2.6 CrAdmitted-Finance D 16 SANGAM VIHAR SONARI JAMSHEDPUR | ₹2.6 Cr | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | UTTAMABHISHEK CONSTRUCTION PVT.LTD L1 | PUSHPANJALI ENGGCON PRIVATE LIMITED L4 | BIJOY SHANKAR MISHRA L2 | DVIJ CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation of canals having full supply discharge between 28 cumecs (1000 Cusecs) and 8.5 cumecs (300 cusecs) in ordinary soil (vide classification of soil item-A) including clod breaking laying earth in bank in layers of 225 mm and rough dressing with initial lead of 15 M and lift of 1.5 m as per approved design, specification and direction of E/I. (WRD SOR 7.1.7) | 668.22 | M3 | 104.33 ₹69,714.98 | 127.24 ₹85,023.80 | 110.05 ₹73,537.17 | 126.22 ₹84,343.61 |
| 2.00 | Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I. WRD SOR 7.1.10 | 880.25 | M3 | 12.61 ₹11,101.32 | 15.38 ₹13,538.20 | 13.3 ₹11,707.29 | 15.26 ₹13,429.89 |
| 3.00 | E/W in excavation of cut-off trenches by hydraulic excavator as per design section in soft rock (where blasting is not needed) (vide type of soil item-C) with disposal of spoil beyond 1/2 km from centre of trench but upto 1 km. with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.WRD SOR 5.1.11.2.1 | 880.25 | M3 | 129.94 ₹1.1 L | 158.47 ₹1.4 L | 137.06 ₹1.2 L | 157.2 ₹1.4 L |
| 4.00 | Excavation in soft rock (where blasting is needed but blasting is prohibited due to non-blasting zone ) with rock breakers including breaking rock loading in Tippers and disposal within all lifts and lead upto1000M . Trimming bottom and side slopes accordance with requirement of line grades and cross sections WRD SOR 7.1.43.8 | 586.83 | M3 | 236.98 ₹1.4 L | 289 ₹1.7 L | 249.96 ₹1.5 L | 286.69 ₹1.7 L |
| 5.00 | Providing coarse clean local sand in filling in foundation trenches including ramming ,watering ,royalty and all other taxes complete job as per specification and direction of E/I. (WRD SOR 7.1.37 ) | 205.41 | M3 | 727.2 ₹1.5 L | 886.84 ₹1.8 L | 767.03 ₹1.6 L | 879.75 ₹1.8 L |
| 6.00 | PCC (1:3:6) IN foundation ( plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate , 40 mm in size mechanically mixed placed in foundation and compacted by vibration includin curing for 14 days. (R.C.D 12.04) | 33.56 | M3 | 3,327.5 ₹1.1 L | 4,057.93 ₹1.4 L | 3,509.7 ₹1.2 L | 4,025.47 ₹1.4 L |
| 7.00 | Plain /Reinforced cement concrete in Open Foundation completed as per drawing and technical specifications (RCC GRADE M20 UPTO 5 M) (RCD12.08 C Case ll) | 9.86 | M3 | 4,288.77 ₹42,265.83 | 5,230.21 ₹51,543.72 | 4,523.61 ₹44,580.18 | 5,188.37 ₹51,131.37 |
| 8.00 | Plain /Reinforced cement concrete in sub structure completed as per drawing and technical specifications (RCC GRADE M20 UPTO 5 M) R.C.D 13.05 E(P) | 478.89 | M3 | 4,049.25 ₹19.4 L | 4,938.11 ₹23.6 L | 4,270.97 ₹20.5 L | 4,898.61 ₹23.5 L |
| 9.00 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 RCD 14.01 A(p) | 102.66 | M3 | 4,321.81 ₹4.4 L | 5,270.51 ₹5.4 L | 4,558.46 ₹4.7 L | 5,228.35 ₹5.4 L |
| 10.00 | Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical Specifications (RCD SOR 14.04) | 12.09 | M3 | 9,539.98 ₹1.2 L | 11,634.13 ₹1.4 L | 10,062.36 ₹1.2 L | 11,541.06 ₹1.4 L |
Tender Value
₹2.6 Cr
EMD Value
₹2.6 L
Closing Date
29 Apr 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer, Subarnarekha Canal Division,Chandil
Construction of Additional structures SLR Bridge at Km 5.10 and 7.15, Foot Bridge at Km 11.40 and WBM Service Road from Km 14.10 to 17.22 including desilting,uprooting of Jungles and Shrubs and Repair and restoration work from Km 0.00 to 17.22 of KR
2026_WRD_112619_1
WRD/IGC/SCDCHANDIL/SBD02/26-27
Open Tender
Civil Works
300 days
Basurda, Block- Gamhariya, Seraikela Kharsawan
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
₹2.6 L
Yes
2 Jun 2026
9 Apr 2026
30 Apr 2026
9 Apr 2026
29 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation of canals having full supply discharge between 28 cumecs (1000 Cusecs) and 8.5 cumecs (300 cusecs) in ordinary soil (vide classification of soil item-A) including clod breaking laying earth in bank in layers of 225 mm and rough dressing with initial lead of 15 M and lift of 1.5 m as per approved design, specification and direction of E/I. (WRD SOR 7.1.7) | 0.4 | M3 | - | - |
| 2 | Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I. WRD SOR 7.1.10 | 0.8 | M3 | - | - |
| 3 | E/W in excavation of cut-off trenches by hydraulic excavator as per design section in soft rock (where blasting is not needed) (vide type of soil item-C) with disposal of spoil beyond 1/2 km from centre of trench but upto 1 km. with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.WRD SOR 5.1.11.2.1 | 0.8 | M3 | - | - |
| 4 | Excavation in soft rock (where blasting is needed but blasting is prohibited due to non-blasting zone ) with rock breakers including breaking rock loading in Tippers and disposal within all lifts and lead upto1000M . Trimming bottom and side slopes accordance with requirement of line grades and cross sections WRD SOR 7.1.43.8 | 0.8 | M3 | - | - |
| 5 | Providing coarse clean local sand in filling in foundation trenches including ramming ,watering ,royalty and all other taxes complete job as per specification and direction of E/I. (WRD SOR 7.1.37 ) | 0.2 | M3 | - | - |
| 6 | PCC (1:3:6) IN foundation ( plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate , 40 mm in size mechanically mixed placed in foundation and compacted by vibration includin curing for 14 days. (R.C.D 12.04) | - | M3 | - | - |
| 7 | Plain /Reinforced cement concrete in Open Foundation completed as per drawing and technical specifications (RCC GRADE M20 UPTO 5 M) (RCD12.08 C Case ll) | - | M3 | - | - |
| 8 | Plain /Reinforced cement concrete in sub structure completed as per drawing and technical specifications (RCC GRADE M20 UPTO 5 M) R.C.D 13.05 E(P) | 0.4 | M3 | - | - |
| 9 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 RCD 14.01 A(p) | - | M3 | - | - |
| 10 | Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical Specifications (RCD SOR 14.04) | - | M3 | - | - |
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