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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.2 CrAccepted-Finance | ₹12.2 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹12.2 Cr+₹8.5 L (0.70%)Rejected-Finance M 13 S S HARMU HOUSING COLONY PS ARGORA PO DORANDA RANCHI JHARKHAND 834002 | RANCHI | JHARKHAND | 834002 | ₹12.2 Cr+₹8.5 L (0.70%) | L2 | Rejected-Finance L2 |
| 3 | L3₹12.3 Cr+₹12.5 L (1.03%)Rejected-Finance ALAKPURI NEAR DURGA MANDIR DIST GIRIDIH | GIRIDIH | JHARKHAND | 815301 | ₹12.3 Cr+₹12.5 L (1.03%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE |
| 5 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE |
| Sl No | Description | Qty | Unit | M/S MANOJ KUMAR PANDEY L2 | MAHADEVA ENTERPRISES L3 | M/S ASHOK MANDAL 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 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I. | 4,224.49 | Cum | 180 ₹7,60,408.2 | 151.06 ₹6,38,151.46 | 145 ₹6,12,551.05 Lowest |
| 2.00 | Earth 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 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) | 2,766.12 | Cum | 30 ₹82,983.6 | 55 ₹1,52,136.6 | 16 ₹44,257.92 Lowest |
| 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) | 962.01 | Cum | 500 ₹4,81,005 | 128.24 ₹1,23,368.16 Lowest | 350 ₹3,36,703.5 |
| 4.00 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) | 375.43 | Cum | 850 ₹3,19,115.5 | 586.56 ₹2,20,212.22 | 500 ₹1,87,715 Lowest |
| 5.00 | Providing designation 75B one Brick Flat Soling joints with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I. | 2,451.52 | Sqm | 450 ₹11,03,184 | 328.69 ₹8,05,790.11 Lowest | 350 ₹8,58,032 |
| 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 : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 310.88 | Cum | 4,500 ₹13,98,982.5 | 3,732.88 ₹11,60,496.4 Lowest | 4,500 ₹13,98,982.5 |
| 7.00 | 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) | 100.11 | Cum | 5,500 ₹5,50,605 | 4,480.91 ₹4,48,583.9 Lowest | 5,500 ₹5,50,605 |
| 8.00 | 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) | 907.16 | Cum | 6,500 ₹58,96,540 | 5,191.91 ₹47,09,893.08 Lowest | 6,500 ₹58,96,540 |
| 9.00 | 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 mm nominal size) | 289.07 | Cum | 6,500 ₹18,78,955 | 6,052.04 ₹17,49,463.2 Lowest | 6,500 ₹18,78,955 |
| 10.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 1,211.26 | Cum | 7,500 ₹90,84,450 | 6,277.33 ₹76,03,478.74 Lowest | 7,500 ₹90,84,450 |
Tender Value
Refer Docs
EMD Value
₹12.3 L
Closing Date
11 Jun 2026, 5:00 pmClosed
Nodal Officer
e-Procurement Cell, Jharkhand State Building Construction Corporation Ltd., Beside Jharkhand Mantralaya, Dhurwa, Ranchi- 834004.
Construction of Combined Agriculture Building at Sankarpur, Hazaribagh
2026_JSBCC_113573_1
JSBCCL/18/2026-27
Open Tender
Civil Works - Buildings
Item Rate
365 days
Hazaribagh
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹12.3 L
21 Aug 2026
15 May 2026
12 Jun 2026
15 May 2026
11 Jun 2026
15 May 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 foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I. | 4,224.49 | Cum | - | - |
| - | Earth 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 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) | 2,766.12 | Cum | - | - |
| - | 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) | 962.01 | Cum | - | - |
| - | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) | 375.43 | Cum | - | - |
| - | Providing designation 75B one Brick Flat Soling joints with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I. | 2,451.52 | Sqm | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 310.89 | Cum | - | - |
| - | 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) | 100.11 | Cum | - | - |
| - | 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) | 907.16 | Cum | - | - |
| - | 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 mm nominal size) | 289.07 | Cum | - | - |
| - | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 1,211.26 | Cum | - | - |
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