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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.9 CrAccepted-Finance KALIKA GUNJ COLONY SIRSIA GIRIDIH JHARKHAND | GIRIDIH | JHARKHAND | 815301 | ₹74.9 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹76.7 Cr+₹1.7 Cr (2.34%)Rejected-Finance | ₹76.7 Cr+₹1.7 Cr (2.34%) | L2 | Rejected-Finance L2 |
| 3 | L3₹81.6 Cr+₹6.7 Cr (8.92%)Rejected-Finance 1 CROOKED LANE ROOM NO 205 2 FLOOR KOLKATA 700069 WEST BENGAL PH 9167480150 | ₹81.6 Cr+₹6.7 Cr (8.92%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical RAIKVA 3A RAM MOHAN MALLICK GARDEN LANE 5TH FLOOR ROOM NO 5 KOLKATA 700010 | KOLKATA | KOLKATA | WEST BENGAL | 700010 | - | - | Rejected-Technical NON RESPONSIVE |
| Sl No | Description | Qty | Unit | M/S PRASAD CONSTRUCTION & CO L2 | NARAYAN KUMAR INFRASTRUCTURE PRIVATE LIMITED L3 | NIRANJAN RAI 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. | 21,315.37 | m3 | 230 ₹49,02,535.1 | 138.56 ₹29,53,457.67 Lowest | 310.21 ₹66,12,240.93 |
| 2.00 | Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item-B) hard soil @ 80% of tatal Excavation | 9,028.46 | CUM | 35 ₹3,15,996.1 | 14.11 ₹1,27,391.57 Lowest | 28.25 ₹2,55,054 |
| 3.00 | ExcavationinOrdinaryRockwith Dozer with lead upto100metres(Excavation for roadway inordinary rock by deploying a dozer,80HP including cutting and pushing the cut earth to site of embankment up to a distance of 100 metres (averagelead50metres) ,trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) | 2,613.26 | CUM | 275 ₹7,18,646.5 | 158.43 ₹4,14,018.78 Lowest | 210.21 ₹5,49,333.38 |
| 4.00 | Earth work in filling in sub floor trenches and plinth in layers not exceeding 150mm thick, well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within lead of 50m and lift of 1.5m all completed as per direction of the E/I (mode of measurement compacted volume). | 11,592.91 | Cum | 150 ₹17,38,936.5 | 116.73 ₹13,53,240.38 Lowest | 160.51 ₹18,60,777.98 |
| 5.00 | 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 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) Sand filling in Foundation, Flooring and Below Tai Beam | 2,213.1 | CUM | 650 ₹14,38,515 | 536.45 ₹11,87,217.5 Lowest | 620.25 ₹13,72,675.28 |
| 6.00 | Providing designation 75A one Brick Flat Soling joints with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I | 13,531.34 | SQM | 330 ₹44,65,342.2 | 324.43 ₹43,89,972.64 Lowest | 380.21 ₹51,44,750.78 |
| 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) | 164.5 | Cum | 4,600 ₹7,56,700 | 4,184.38 ₹6,88,330.51 Lowest | 5,287.9 ₹8,69,859.55 |
| 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 : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 20.5 | Cum | 5,000 ₹1,02,500 | 4,515.17 ₹92,560.99 Lowest | 5,705.99 ₹1,16,972.8 |
| 9.00 | Providing And Fixing in position cement concrete of specified grade excluding the coast of centering and shuttring -All work up to plinth level . 1:2:4 (1 cement :2 coarse sand(Zone-III):4 graded stone aggregate 40mm nominal size) | 1,242.02 | CUM | 4,600 ₹57,13,292 | 4,098.12 ₹50,89,947 Lowest | 5,172.94 ₹64,24,894.94 |
| 10.00 | Providing And Fixing in position cement concrete of specified grade excluding the coast of centering and shuttring -All work up to plinth level .1:3:6 (1 cement :3 coarse sand(Zone-III):6 graded stone aggregate 20mm nominal size) | 9.04 | Cum | 4,200 ₹37,968 | 3,754.05 ₹33,936.61 Lowest | 4,744.15 ₹42,887.12 |
Tender Value
Refer Docs
EMD Value
₹93.5 L
Closing Date
30 Dec 2025, 5:00 pmClosed
Nodal Officer
e-Procurement Cell, Jharkhand State Building Construction Corporation Ltd., Beside Jharkhand Mantralaya, Dhurwa, Ranchi-834004.
Construction and Renovation work of New Building in Government Polytechnic, Ranchi for Developing it as a State of the Art Institution
2025_JSBCC_106819_1
JSBCCL/46/2025-26
Open Tender
Civil Works - Buildings
Item Rate
720 days
Ranchi
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹93.5 L
JSBCCL
23 Mar 2026
2 Dec 2025
31 Dec 2025
2 Dec 2025
30 Dec 2025
2 Dec 2025
9 Dec 2025
| 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. | 21,315.37 | m3 | - | - |
| - | Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item-B) hard soil @ 80% of tatal Excavation | 9,028.46 | CUM | - | - |
| - | ExcavationinOrdinaryRockwith Dozer with lead upto100metres(Excavation for roadway inordinary rock by deploying a dozer,80HP including cutting and pushing the cut earth to site of embankment up to a distance of 100 metres (averagelead50metres) ,trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) | 2,613.26 | CUM | - | - |
| - | Earth work in filling in sub floor trenches and plinth in layers not exceeding 150mm thick, well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within lead of 50m and lift of 1.5m all completed as per direction of the E/I (mode of measurement compacted volume). | 11,592.91 | 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 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) Sand filling in Foundation, Flooring and Below Tai Beam | 2,213.1 | CUM | - | - |
| - | Providing designation 75A one Brick Flat Soling joints with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I | 13,531.34 | SQM | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 164.5 | Cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 20.5 | Cum | - | - |
| - | Providing And Fixing in position cement concrete of specified grade excluding the coast of centering and shuttring -All work up to plinth level . 1:2:4 (1 cement :2 coarse sand(Zone-III):4 graded stone aggregate 40mm nominal size) | 1,242.02 | CUM | - | - |
| - | Providing And Fixing in position cement concrete of specified grade excluding the coast of centering and shuttring -All work up to plinth level .1:3:6 (1 cement :3 coarse sand(Zone-III):6 graded stone aggregate 20mm nominal size) | 9.04 | Cum | - | - |
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