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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 CrAdmitted-Finance NOT SPECIFIED | ₹1.6 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.8 CrAdmitted-Finance MODITOLA TAMAR BIJULIA RANCHI 835225 | RANCHI | JHARKHAND | 835225 | ₹1.8 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical GOBARDAHA TOLA GRAM MO GAUKHAHI THANA DANJA BHIKHAHI GARHWA JHARKHAND 822124 | GARHWA | GARHWA | JHARKHAND | 822124 | - | - | Rejected-Technical NON RESPONSIVE |
| 5 | Rejected-Technical ADD HANUMAN MANDIR ROAD KRISHNAPURI CHUTIA DORANDA CHUTIYA RANCHI JHARKHAND 834001 | RANCHI | JHARKHAND | 834001 | - | - | Rejected-Technical NON RESPONSIVE |
| Sl No | Description | Qty | Unit | M/S RIDRISH CONSTRUCTION L3 | R P Singh & Co. L2 | M/s INDIAAZ CONSTRUCTION AND CONSULTANT L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 709.65 | cu.m | 193.05 ₹1.4 L | 122.22 ₹86,733.55 | 117.45 ₹83,348.51 |
| 2.00 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 12.85 | cu.m | 77.22 ₹992.28 | 12.49 ₹160.50 | 32.4 ₹416.34 |
| 3.00 | 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). | 474.01 | cu.m | 145.86 ₹69,139.83 | 44.5 ₹21,093.67 | 52.65 ₹24,956.89 |
| 4.00 | Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, rotalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume). | 71.06 | cu.m | 1,287 ₹91,460.66 | 474.56 ₹33,724.61 | 178.2 ₹12,663.78 |
| 5.00 | 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 maerials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. | 1.17 | cu.m | 5,148 ₹6,023.16 | 4,113.76 ₹4,813.10 | 3,645 ₹4,264.65 |
| 6.00 | Providing designation 75B 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 costs of screening materials, scaffolding, raking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of E/I. | 726.74 | cu.m | 5,748.6 ₹41.8 L | 4,221.48 ₹30.7 L | 4,050 ₹29.4 L |
| 7.00 | Providing designation 125mm thick reinforced designation 75A brick work in (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening carriage of materials, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement0 all complete as per building specification and direction of E/I. | 19.52 | SQ.MT | 729.3 ₹14,233.75 | 574.36 ₹11,209.78 | 405 ₹7,904.39 |
| 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 : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) | 35.02 | cu.m | 4,719 ₹1.7 L | 3,241.85 ₹1.1 L | 2,835 ₹99,295.88 |
| 9.00 | 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) | 181.74 | cu.m | 6,435 ₹11.7 L | 4,200.49 ₹7.6 L | 4,050 ₹7.4 L |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 214.43 | cu.m | 231.66 ₹49,674.39 | 156.57 ₹33,572.99 | 162 ₹34,737.34 |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
6 May 2026, 5:00 pmClosed
Nodal Officer
e-Procurement Cell, Jharkhand State Building Construction Corporation Ltd., Beside Jharkhand Mantralaya, Dhurwa, Ranchi- 834004
Construction of Boundary wall at Rajkiye Polytechnic, Bundu, Ranchi
2026_JSBCC_112898_1
JSBCCL/08/2026-27
Open Tender
Civil Works - Buildings
180 days
Ranchi
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹2.0 L
11 Jun 2026
15 Apr 2026
7 May 2026
15 Apr 2026
6 May 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 0.4 | cu.m | - | - |
Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 1 | cu.m | - | - | |
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 | - | - | |
Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, rotalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume). | 1 | cu.m | - | - | |
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 maerials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. | 1 | cu.m | - | - | |
Providing designation 75B 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 costs of screening materials, scaffolding, raking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of E/I. | 0.4 | cu.m | - | - | |
Providing designation 125mm thick reinforced designation 75A brick work in (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening carriage of materials, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement0 all complete as per building specification and direction of E/I. | 1 | - | - | - | |
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) | 1 | cu.m | - | - | |
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) | 0.6 | cu.m | - | - | |
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 0.2 | cu.m | - | - |
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