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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAccepted-AOC | ₹4.1 Cr | L1 | Accepted-AOC L-1 |
| 2 | L2₹4.1 Cr+₹8.1 L (2.00%)Rejected-Finance | ₹4.1 Cr+₹8.1 L (2.00%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical AT SAHIJANA GARHWA JHARKHAND 822114 | GARHWA | JHARKHAND | 822114 | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | SATYA CONSTRUCTION L2 | M/s J P RAI L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
For thickness of tiles 10 mm to 25 mm | 107.94 | sqm | 61.1 ₹6,595.2 | 59.9 ₹6,465.67 Lowest |
| 2.00 | Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. | 12.85 | PerM3 | 975.01 ₹12,529.85 | 955.89 ₹12,284.14 Lowest |
| 3.00 | Taking down old door and window shutters including stacking serviceable materials within 15M,. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. | 4 | Each | 46.02 ₹184.08 | 45.12 ₹180.48 Lowest |
| 4.00 | Taking down chaukhats in doors including stacking serviceable materials within 15M,. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. | 1 | Each | 91.68 ₹91.68 | 89.88 ₹89.88 Lowest |
| 5.00 | Taking sown chaukhats in windows including stacking serviceable materials within 15M,. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. | 3 | Each | 140.83 ₹422.49 | 138.07 ₹414.21 Lowest |
| 6.00 | Dismantling R.C.C. work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. | 0.81 | Cum | 2,032.9 ₹1,638.52 | 1,993.04 ₹1,606.39 Lowest |
| 7.00 | Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. | 822.99 | cu.m | 154.86 ₹1,27,448.08 | 151.82 ₹1,24,946.19 Lowest |
| 8.00 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 413.11 | cu.m | 15.82 ₹6,535.43 | 15.51 ₹6,407.37 Lowest |
| 9.00 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). | 384.71 | cu.m | 56.39 ₹21,694.08 | 55.28 ₹21,267.05 Lowest |
| 10.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. | 37.8 | M3 | 1,466.35 ₹55,428.03 | 1,437.6 ₹54,341.28 Lowest |
Tender Value
₹4.1 Cr
EMD Value
₹4.1 L
Closing Date
5 May 2026, 3:00 pmClosed
E.E., BCD, Building Division, Dhanbad
E.E., BCD, Building Division, Dhanbad
03-Renovation and New Construction Work for S.S.L.N.T. CM School of Excellence Girls, Dhanbad.
2026_BCD_113241_1
10/2025-26/EE/BCD/DHANBAD
Open Tender
Civil Works - Buildings
Works
450 days
Dhanbad
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹4.1 L
12 Sept 2026
22 Apr 2026
6 May 2026
22 Apr 2026
5 May 2026
22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
For thickness of tiles 10 mm to 25 mm | 0.4 | sqm | - | - |
| 2Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. | |||||
| 3Taking down old door and window shutters including stacking serviceable materials within 15M,. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. | |||||
| 4Taking down chaukhats in doors including stacking serviceable materials within 15M,. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. | |||||
| 5Taking sown chaukhats in windows including stacking serviceable materials within 15M,. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. | |||||
| 6Dismantling R.C.C. work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. | |||||
| 7 | Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. | 0.6 | cu.m | - | - |
| 8 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 0.8 | cu.m | - | - |
| 9 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). | 1 | cu.m | - | - |
| 10 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. | 1 | M3 | - | - |
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