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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance DUGDA BASTI BRAHMAN TOLA DUGDSA COAL WASHERY KARMATAND BOKARO | BOKARO | JHARKHAND | 825102 | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical BOKARO | JHARKHAND | 825102 | - | - | Rejected-Technical NON RESPOSNIVE |
| 3 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE |
| 4 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE |
| 5 | Rejected-Technical GANGAJAL VALLEY I D BARIYATU RANCHI JHARKHAND | RANCHI | JHARKHAND | 829205 | - | - | Rejected-Technical NON RESPONSIVE |
| Sl No | Description | Qty | Unit | M/s B.D.M.S Construction L1 |
|---|---|---|---|---|
| 1.00 | E/W in excavation of foundation trenches innordinary soil ( Vide Classification of Soil item -A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling ,ramming the foundation trenches, rewmoving roots of treees shrubs all complete as per approved design, building specifications and direction of E/I. | 716.07 | m3 | 150 ₹1,07,410.5 Lowest |
| 2.00 | Providing Clean and Coarse sand filling in foundation trenches or in Plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials ,labours, Royalty and taxes all complete as per approved design, building specifications and direction of E/I. | 102.66 | m3 | 589 ₹60,466.74 Lowest |
| 3.00 | Providing Designation 75A one Brick Flat soling joints filled with Local sand including cost of watering Royalty and taxes all complete as per approved design, building specifications and direction of E/I. | 875.24 | m2 | 330 ₹2,88,829.2 Lowest |
| 4.00 | Plain/Reinforced cement concrete in open Foundation complete as per Drawing and technical specification,With Batching Mixing Plant, Transit mixer and Concrete Pumps, RCC M25 | 147.46 | m3 | 4,800 ₹7,07,808 Lowest |
| 5.00 | E/W in back filling the Foundation trenches and Plinth in layers not exceeding 150mm thick well watered, rammed , fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50.0 m and lift of 1.5m all complete as per building specification and direction of E/I. | 369.2 | m3 | 55 ₹20,306 Lowest |
| 6.00 | Plain/Reinforced cement concrete in Substructure complete as per Drawing and technical specification,With Batching Mixing Plant, Transit mixer and Concrete Pumps, RCC M25 | 150.79 | m3 | 4,600 ₹6,93,634 Lowest |
| 7.00 | Plain/Reinforced cement concrete in Superstructure complete as per Drawing and technical specification,With Batching Mixing Plant, Transit mixer and Concrete Pumps, RCC M25 | 148.29 | m3 | 4,200 ₹6,22,818 Lowest |
| 8.00 | Providing designation 100A B/W with fly ash lime brick(Flag) conforming to IS:12894-1990 (9"x4.5"x3") in c.m.(!:6) in Superstructure with approved quality of clean coase sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints , cost of screening materials raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. | 478.35 | m3 | 4,200 ₹20,09,070 Lowest |
| 9.00Supplying bending and binding Tor Steel Reinforcement in foundation and Substructure as per approved Design and Drawing all complete as per specification and direction of E/I | ||||
| 10.00 | (i) 8 mm dia bars | 12.5 | MT | 79,000 ₹9,87,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
1 Apr 2026, 5:00 pmClosed
Nodal Officer
e-Procurement Cell, Jharkhand State Building Construction Corporation Ltd., Beside Jharkhand Mantralaya, Dhurwa, Ranchi-834004.
Construction of Boundary wall of Rajkiye Engineering College, Bokaro
2026_JSBCC_111219_1
JSBCCL/54/2025-26
Open Tender
Civil Works - Buildings
Item Rate
90 days
Bokaro
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹2.0 L
11 Jun 2026
11 Mar 2026
2 Apr 2026
11 Mar 2026
1 Apr 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | E/W in excavation of foundation trenches innordinary soil ( Vide Classification of Soil item -A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling ,ramming the foundation trenches, rewmoving roots of treees shrubs all complete as per approved design, building specifications and direction of E/I. | 716.07 | m3 | - | - |
| - | Providing Clean and Coarse sand filling in foundation trenches or in Plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials ,labours, Royalty and taxes all complete as per approved design, building specifications and direction of E/I. | 102.66 | m3 | - | - |
| - | Providing Designation 75A one Brick Flat soling joints filled with Local sand including cost of watering Royalty and taxes all complete as per approved design, building specifications and direction of E/I. | 875.24 | m2 | - | - |
| - | Plain/Reinforced cement concrete in open Foundation complete as per Drawing and technical specification,With Batching Mixing Plant, Transit mixer and Concrete Pumps, RCC M25 | 147.46 | m3 | - | - |
| - | E/W in back filling the Foundation trenches and Plinth in layers not exceeding 150mm thick well watered, rammed , fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50.0 m and lift of 1.5m all complete as per building specification and direction of E/I. | 369.2 | m3 | - | - |
| - | Plain/Reinforced cement concrete in Substructure complete as per Drawing and technical specification,With Batching Mixing Plant, Transit mixer and Concrete Pumps, RCC M25 | 150.79 | m3 | - | - |
| - | Plain/Reinforced cement concrete in Superstructure complete as per Drawing and technical specification,With Batching Mixing Plant, Transit mixer and Concrete Pumps, RCC M25 | 148.29 | m3 | - | - |
| - | Providing designation 100A B/W with fly ash lime brick(Flag) conforming to IS:12894-1990 (9"x4.5"x3") in c.m.(!:6) in Superstructure with approved quality of clean coase sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints , cost of screening materials raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. | 478.35 | m3 | - | - |
| - | Supplying bending and binding Tor Steel Reinforcement in foundation and Substructure as per approved Design and Drawing all complete as per specification and direction of E/I | - | - | - | - |
| - | (i) 8 mm dia bars | 12.5 | MT | - | - |
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