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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAccepted-Finance | ₹3.8 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹3.8 Cr+₹1.3 L (0.33%)Rejected-Finance ADARSH NAGAR HIRAPUR DHANBAD | DHANBAD | DHANBAD | JHARKHAND | ₹3.8 Cr+₹1.3 L (0.33%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | MS SANJAY KUMAR L1 | M/s Daroga Pradhan L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation in foundation trenches in ordinary 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 foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. | 1,604.24 | M3 | 151.82 ₹2,43,555.56 Lowest | 151.82 ₹2,43,555.56 Lowest |
| 2.00 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item B) | 735.96 | M3 | 15.51 ₹11,414.66 Lowest | 15.51 ₹11,414.66 Lowest |
| 3.00 | Filling in 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 50Mand lift of 1.5M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) | 963.44 | M3 | 55.28 ₹53,258.91 Lowest | 55.28 ₹53,258.91 Lowest |
| 4.00 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 63.94 | M3 | 128.88 ₹8,240.2 Lowest | 128.88 ₹8,240.2 Lowest |
| 5.00 | Providing coarse clean sand in 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, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). | 360.46 | M3 | 589.51 ₹2,12,494.19 Lowest | 589.51 ₹2,12,494.19 Lowest |
| 6.00 | Providing designation 75 A brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm 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/l. | 46.72 | M3 | 5,439.85 ₹2,54,138.91 Lowest | 5,439.85 ₹2,54,138.91 Lowest |
| 7.00 | Providing designation 75B brick work in CM (1:6) in Foundation with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I | 98.31 | M3 | 5,110.26 ₹5,02,410.1 Lowest | 5,110.26 ₹5,02,410.1 Lowest |
| 8.00 | Providing designation 75 A brick work in C.M. (1: 6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm 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. | 2.13 | M3 | 5,573.67 ₹11,888.64 Lowest | 5,573.67 ₹11,888.64 Lowest |
| 9.00 | Providing designation 75 B brick work in C.M.(1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to2.5 including providing 10 mm thick mortar joints cost of screening materials , scaffolding , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/l. | 140.69 | M3 | 5,244.08 ₹7,37,805.35 Lowest | 5,244.08 ₹7,37,805.35 Lowest |
| 10.00 | Providing 125mm thick reinforced designation 75A brickwork in C.M. (1:4) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, cost of materials, racking out joints to 15mm depth, carriage, taxes and royalty (but excluding the cost of reinforcement) all complete as sper building specification and direction of E/I. | 15.3 | M2 | 713.49 ₹10,913.54 Lowest | 713.49 ₹10,913.54 Lowest |
Tender Value
₹3.8 Cr
EMD Value
₹3.8 L
Closing Date
29 Apr 2026, 3:00 pmClosed
E.E., BCD, Building Division, Dhanbad
E.E., BCD, Building Division, Dhanbad
04-Construction and Renovation of UPG HS at Kamardih, Dhanbad.
2026_BCD_112831_1
08/2025-26/EE/BCD/DHANBAD
Open Tender
Civil Works - Buildings
Works
450 days
Dhanbad
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹3.8 L
18 Jul 2026
13 Apr 2026
30 Apr 2026
13 Apr 2026
29 Apr 2026
13 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation in foundation trenches in ordinary 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 foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. | 0.6 | M3 | - | - |
| - | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item B) | - | M3 | - | - |
| - | Filling in 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 50Mand lift of 1.5M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) | 0.6 | M3 | - | - |
| - | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 0.8 | M3 | - | - |
| - | Providing coarse clean sand in 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, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). | 0.6 | M3 | - | - |
| - | Providing designation 75 A brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm 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/l. | - | M3 | - | - |
| - | Providing designation 75B brick work in CM (1:6) in Foundation with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I | 0.6 | M3 | - | - |
| - | Providing designation 75 A brick work in C.M. (1: 6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm 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. | - | M3 | - | - |
| - | Providing designation 75 B brick work in C.M.(1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to2.5 including providing 10 mm thick mortar joints cost of screening materials , scaffolding , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/l. | 0.2 | M3 | - | - |
| - | Providing 125mm thick reinforced designation 75A brickwork in C.M. (1:4) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, cost of materials, racking out joints to 15mm depth, carriage, taxes and royalty (but excluding the cost of reinforcement) all complete as sper building specification and direction of E/I. | 1 | M2 | - | - |
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