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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 CrAccepted-Finance M 13 S S HARMU HOUSING COLONY PS ARGORA PO DORANDA RANCHI JHARKHAND 834002 | RANCHI | JHARKHAND | 834002 | ₹9.3 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹9.4 Cr+₹11.9 L (1.28%)Rejected-Finance | ₹9.4 Cr+₹11.9 L (1.28%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical SERVESHWARI BHAWAN NEAR MAHADEV MANDIR KATHAL MOD PO LALGUTWA THANA NAGDI JHARKHAND 835303 | RANCHI | RANCHI | JHARKHAND | 835303 | - | - | Rejected-Technical NON RESPONSIVE |
| 4 | Rejected-Technical | - | - | Rejected-Technical NON RESPOSNIVE |
| Sl No | Description | Qty | Unit | M/S MANOJ KUMAR PANDEY L1 | M/S ASHOK MANDAL 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 up to 50M, including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I | 1,902.57 | Per M3 | 149.53 ₹2,84,491.29 Lowest | 151.44 ₹2,88,125.2 |
| 2.00 | Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume). | 1,154.6 | Per M3 | 54.45 ₹62,868.13 Lowest | 55.14 ₹63,664.81 |
| 3.00 | Carriage rate of materials by diesel truck (8.M.T.capacity ) including loading, unloading and stacking on pucca road lead up to 4 KM. | 306.66 | Per M3 | 241.75 ₹74,135.54 Lowest | 244.84 ₹75,083.12 |
| 4.00 | 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). | 236.65 | Per M3 | 580.61 ₹1,37,402.52 Lowest | 588.04 ₹1,39,160.84 |
| 5.00 | 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 ) | 1.46 | Per M3 | 4,886.81 ₹7,110.31 Lowest | 4,949.33 ₹7,201.28 |
| 6.00 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 agraded stone aggregate 20mm nominal size) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand including necessary excavation, levelling & dressing & finishing the top smooth. | 9.28 | Per M3 | 346.44 ₹3,213.58 Lowest | 350.87 ₹3,254.67 |
| 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 :1:3:6 (1 Cement: 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size ) | 210.96 | Per M3 | 3,966.33 ₹8,36,748.88 Lowest | 4,017.07 ₹8,47,453.14 |
| 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 20 mm nominal size ) | 17.47 | Per M3 | 4,063.12 ₹70,982.71 Lowest | 4,115.1 ₹71,890.8 |
| 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 :4:8 (1 Cement:4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size ) | 0.45 | Per M3 | 3,694.99 ₹1,662.75 Lowest | 3,742.26 ₹1,684.02 |
| 10.00 | P/L cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing . 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 12.14 | Per M3 | 4,886.81 ₹59,328.93 Lowest | 4,949.33 ₹60,087.96 |
Tender Value
Refer Docs
EMD Value
₹9.4 L
Closing Date
11 May 2026, 5:00 pmClosed
Nodal Officer
e-Procurement Cell, Jharkhand State Building Construction Corporation Ltd., Ranchi.
Construction of Hostel at G.L.A. College, Medininagar, Palamu under Nilambar Pitambar University, Palamu
2026_JSBCC_112517_1
JSBCCL/02/2026-27
Open Tender
Civil Works - Buildings
Item Rate
330 days
Daltonganj
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹9.4 L
12 Jun 2026
20 Apr 2026
12 May 2026
20 Apr 2026
11 May 2026
20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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 up to 50M, including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I | 1 | Per M3 | - | - |
| 2 | Filling in foundation trenches and plinth in layers not exceeding 150 mm 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 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume). | 0.2 | Per M3 | - | - |
| 3 | Carriage rate of materials by diesel truck (8.M.T.capacity ) including loading, unloading and stacking on pucca road lead up to 4 KM. | 0.8 | Per M3 | - | - |
| 4 | 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). | 0.8 | Per M3 | - | - |
| 5 | 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 ) | - | Per M3 | - | - |
| 6 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 agraded stone aggregate 20mm nominal size) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand including necessary excavation, levelling & dressing & finishing the top smooth. | 1 | Per M3 | - | - |
| 7 | 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 ) | 0.2 | Per M3 | - | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement: 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size ) | 1 | Per M3 | - | - |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4:8 (1 Cement:4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size ) | - | Per M3 | - | - |
| 10 | P/L cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing . 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | - | Per M3 | - | - |
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