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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73.4 CrAccepted-AOC | ₹73.4 Cr Quoted ₹74.2 Cr | L1 | Accepted-AOC L-1 |
| 2 | L2₹76.1 CrRejected-Finance BADRI RAI COMPANY ARUN KUMAR RAI DULIAJAN STATION ROAD P O DULIAJAN P S DULIAJAN DIBRUGARH PIN 786602 | DULIAJAN | DIBRUGARH | ASSAM | 786602 | ₹76.1 Cr | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | M/s Badri Rai & Company L2 | BPC INFRAPROJECTS PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 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 50M including all lifts levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. | 10,751.59 | CUM | 171.25 ₹18.4 L | 351 ₹37.7 L |
| 2.00 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) | 1,289.68 | CUM | 17.5 ₹22,569.49 | 27 ₹34,821.50 |
| 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 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) | 5,018.02 | CUM | 62.36 ₹3.1 L | 162 ₹8.1 L |
| 4.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
Rate per cum for grading-I Material | 778.59 | CUM | 1,781.9 ₹13.9 L | 3,255.04 ₹25.3 L |
| 5.00 | 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) | 4,147.54 | CUM | 145.38 ₹6.0 L | 567.4 ₹23.5 L |
| 6.00 | 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/I. (Mode of measurement compacted volume). | 432.41 | CUM | 664.97 ₹2.9 L | 2,020 ₹8.7 L |
| 7.00 | Providing designation 75 B one brick flat soling joints fitted with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | 4,879.9 | SQM | 372.62 ₹18.2 L | 332 ₹16.2 L |
| 8.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | 67.21 | CUM | 5,079.87 ₹3.4 L | 6,302.04 ₹4.2 L |
| 9.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | 564.92 | CUM | 4,653.46 ₹26.3 L | 5,908.7 ₹33.4 L |
| 10.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) | 177.83 | CUM | 4,542.61 ₹8.1 L | 5,908.7 ₹10.5 L |
Tender Value
₹67.5 Cr
EMD Value
₹67.5 L
Closing Date
29 Apr 2026, 11:00 amClosed
E.E. BCD, Building Division No.-1, Ranchi
E.E. BCD, Building Division No.-1, Ranchi
Proposed Construction of Honble Chief Ministers Residence at Kanke Road, Ranchi, Jharkhand
2026_BCD_112301_1
Ranchi/71/2025-26 BCD/Div.No.-1,
Open Tender
Civil Works - Buildings
540 days
Ranchi
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹67.5 L
Room No. 326A, 3rd Floor, B.C.D, JM Dhurwa, Ranchi
29 May 2026
2 Apr 2026
30 Apr 2026
2 Apr 2026
29 Apr 2026
2 Apr 2026
8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 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 50M including all lifts levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. | 0.6 | CUM | - | - | - |
| 2 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) | 1 | CUM | - | - | - |
| 3 | 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 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) | 0.2 | CUM | - | - | - |
| 4 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
Rate per cum for grading-I Material | 0.4 | CUM | - | - | - |
| 5 | 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 | CUM | - | - | - |
| 6 | 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/I. (Mode of measurement compacted volume). | 0.2 | CUM | - | - | - |
| 7 | Providing designation 75 B one brick flat soling joints fitted with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | 1 | SQM | - | - | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | 0.2 | CUM | - | - | - |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | 1 | CUM | - | - | - |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) | 0.8 | CUM | - | - | - |
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