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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.0 LAccepted-AOC GIRIDIH JHARKHAND | HAZARIBAGH | JHARKHAND | 825301 | ₹67.0 L | L1 | Accepted-AOC L-1 |
| 2 | L2₹69.0 LRejected-Finance | ₹69.0 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical ARUN AGRAWAL AT PO BARKAKANA NEAR HANUMAN MANDIR PATRATU RAMGARH | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | JHARKHAND CONSTRUCTION L1 | M/S VIRAJ ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work 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 leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | 78.17 | M3 | 147.49 ₹11,529.29 | 151.82 ₹11,867.77 |
| 2.00 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches 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) | 78.17 | M3 | 53.7 ₹4,197.73 | 55.28 ₹4,321.24 |
| 3.00 | 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) | 38.45 | M3 | 125.21 ₹4,814.32 | 128.88 ₹4,955.44 |
| 4.00 | Providing coarse clean sand in filling in 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) | 54.74 | M3 | 572.71 ₹31,350.15 | 589.51 ₹32,269.78 |
| 5.00 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | 359.27 | M2 | 320.93 ₹1.2 L | 330.34 ₹1.2 L |
| 6.00 | 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 20 mm nominal size) | 27.37 | M3 | 4,467.18 ₹1.2 L | 4,598.23 ₹1.3 L |
| 7.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 35.24 | M3 | 5,069.29 ₹1.8 L | 5,218 ₹1.8 L |
| 8.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) | 20.66 | M3 | 5,909.1 ₹1.2 L | 6,082.45 ₹1.3 L |
| 9.00 | Providing designation 75B 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 , curring , taxes and royalty all complete as per builiding specification and direction of E/I. | 11.79 | M3 | 4,964.62 ₹58,532.87 | 5,110.26 ₹60,249.97 |
| 10.00 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). | 32.84 | M2 | 270.42 ₹8,880.59 | 278.35 ₹9,141.01 |
Tender Value
₹69.0 L
EMD Value
₹1.4 L
Closing Date
18 Apr 2026, 3:00 pmClosed
E.E., BCD, Building Division, Ramgarh
E.E., BCD, Building Division, Ramgarh
01-Construction of 6 Additional Class Room in SN HS Barkakana, Block Patratu, Ramgarh
2026_BCD_112755_1
BCD/EE/Ramgarh/03/2026-27
Open Tender
Civil Works - Buildings
180 days
Ramgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.4 L
6 Jun 2026
11 Apr 2026
20 Apr 2026
11 Apr 2026
18 Apr 2026
11 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work 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 leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | - | M3 | - | - | BI01010001010000000000000515BI0100001115 |
| 2 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches 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) | - | M3 | - | - | BI01010001010000000000000515BI0100001116 |
| 3 | 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) | - | M3 | - | - | BI01010001010000000000000515BI0100001117 |
| 4 | Providing coarse clean sand in filling in 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) | - | M3 | - | - | BI01010001010000000000000515BI0100001118 |
| 5 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | - | M2 | - | - | BI01010001010000000000000515BI0100001119 |
| 6 | 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 20 mm nominal size) | - | M3 | - | - | BI01010001010000000000000515BI0100001120 |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | - | M3 | - | - | BI01010001010000000000000515BI0100001121 |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) | - | M3 | - | - | BI01010001010000000000000515BI0100001122 |
| 9 | Providing designation 75B 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 , curring , taxes and royalty all complete as per builiding specification and direction of E/I. | - | M3 | - | - | BI01010001010000000000000515BI0100001123 |
| 10 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). | - | M2 | - | - | BI01010001010000000000000515BI0100001124 |
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