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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 CrAccepted-AOC GIRIDIH | L1 | Accepted-AOC L-1 | |
| 2 | L2₹11.3 Cr+₹64.0 L (5.99%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹11.5 Cr+₹78.6 L (7.36%)Rejected-Finance KUNWAR SADAN VEER KUNWAR SINGH COLONY AIRPORT ROAD HINOO RANCHI 834002 JHARKHAND | RANCHI | RANCHI | JHARKHAND | 834002 | 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 Ram Pravesh Singh L2 | ARUN KUMAR L3 | Ms Surendra Narayan Deo L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item - A0 and disposal of excavated earth as obtained to a distance upto 50M including all lifts levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. | 3,061.62 | CUM | 125.69 ₹3,84,814.64 | 136.64 ₹4,18,339.35 | 118.59 ₹3,63,077.16 Lowest |
| 2.00 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 1,530.81 | CUM | 12.84 ₹19,655.59 | 13.96 ₹21,370.09 | 12.11 ₹18,538.1 Lowest |
| 3.00 | 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 of 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) | 1,990.05 | CUM | 45.77 ₹91,084.63 | 49.75 ₹99,005.04 | 43.18 ₹85,930.4 Lowest |
| 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). | 192.06 | CUM | 488.06 ₹93,735.83 | 530.56 ₹1,01,898.29 | 460.47 ₹88,436.95 Lowest |
| 5.00 | Providing designation 75B one brick flat soling joints fitted with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | 1,430.54 | SQM | 273.49 ₹3,91,238.66 | 297.31 ₹4,25,314.14 | 258.03 ₹3,69,122.49 Lowest |
| 6.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 294.13 | CUM | 3,105.98 ₹9,13,549.47 | 3,376.48 ₹9,93,110.56 | 2,930.41 ₹8,61,909.77 Lowest |
| 8.00Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 1.10 of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | ||||||
| 8.01 | All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 1,121.07 | CUM | 4,426.01 ₹49,61,867.03 | 4,811.46 ₹53,93,983.46 | 4,175.82 ₹46,81,386.53 Lowest |
| 8.02 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | 1,434.09 | CUM | 5,015.88 ₹71,93,218.33 | 5,452.7 ₹78,19,657.09 | 4,732.34 ₹67,86,596.74 Lowest |
Tender Value
₹13.7 Cr
EMD Value
₹13.7 L
Closing Date
23 Jun 2025, 11:00 amClosed
E.E. BCD, Building Division No.-1, Ranchi
E.E. BCD, Building Division No.-1, Ranchi
Construction for the Extension of (G Plus 5) Office Building at Jharkhand Public Service Commission, Ranchi.
2025_BCD_101807_1
BCD/Div. No.-1, Ranchi/11/2025-26
Open Tender
Civil Works - Buildings
Works
450 days
Ranchi
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹13.7 L
1 Jul 2026
4 Jun 2025
24 Jun 2025
4 Jun 2025
23 Jun 2025
4 Jun 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 - A0 and disposal of excavated earth as obtained to a distance upto 50M including all lifts levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. | 0.8 | CUM | - | - |
| 2 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 0.6 | CUM | - | - |
| 3 | 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 of 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) | 0.4 | CUM | - | - |
| 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). | 0.2 | CUM | - | - |
| 5 | Providing designation 75B one brick flat soling joints fitted with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | 0.4 | SQM | - | - |
| 6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 0.4 | CUM | - | - |
| 8Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 1.10 of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | |||||
| 8.01 | All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 1 | CUM | - | - |
| 8.02 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | 0.6 | CUM | - | - |
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