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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.0 LAccepted-AOC | ₹47.0 L | L1 | Accepted-AOC L-1 |
| 2 | L2₹49.5 LRejected-Finance JHARKHAND | LOHARDAGA | JHARKHAND | 835302 | ₹49.5 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SUNITA DEVI L2 | MD ZEESHAN HASIB L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth to a distance up to 50m. Including all lifts with levelling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design & building specification and direction of E / I | 217.05 | Cum | 134.03 ₹29,091.21 | 127.26 ₹27,621.78 |
| 2.00 | Extra for earth work in hard soil as per specification and direction of E/I (vide classification of soil item - B)
Quantity same as per above item no. 1 | 171.73 | Per Cum | 13.69 ₹2,350.98 | 13 ₹2,232.49 |
| 3.00 | Earth fillng in foundation trenches and plinth in layers not exceeding 150mm. thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches wtith a lead of 50M. And lift of 1.5M. All complete as per building specification and direction of E/I (Mode of measurement - compected volume)
Quantity same as per item no. 1 i.e. | 160.39 | Cum | 48.8 ₹7,827.03 | 46.34 ₹7,432.47 |
| 4.00 | Earth 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/l (Mode of measurement compacted volume). | 38.91 | Cum | 113.78 ₹4,427.18 | 108.03 ₹4,203.45 |
| 5.00 | Providing coarse clean sand filling in foundation trenches and plinth including ramming and watering in layers not exceeding 150mm thick with all leads & lifts including the cost of all materials, labour, royality, & taxes all complete as per building specification and direction of E/I (Mode of measurement - compected volume). | 58.77 | Cum | 520.42 ₹30,585.08 | 494.13 ₹29,040.02 |
| 6.00 | Providing designation 75B one brick flat soling joints filled with local sand including the cost of watering taxes royality all complete as per building specification and direction of E/I. | 311.23 | Sqm. | 291.62 ₹90,760.89 | 276.89 ₹86,176.47 |
| 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(1Cement :2 coarse sand (zone-III):graded stone aggregate 20 mm nominal size). | 23.47 | Cum | 4,059.32 ₹95,272.24 | 3,854.24 ₹90,459.01 |
| 8.00Providing 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. | |||||
| 8.01 | 1:1.5:3(1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size) | 37.28 | Cum | 4,606.45 ₹1.7 L | 4,373.73 ₹1.6 L |
| 9.00 | Providing designation 75 B 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 materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l. | 31.51 | Cum | 4,511.34 ₹1.4 L | 4,283.42 ₹1.3 L |
Tender Value
₹56.1 L
EMD Value
₹1.1 L
Closing Date
25 Mar 2026, 11:00 amClosed
E.E., BCD, Building Division, Simdega
E.E., BCD, Building Division, Simdega
Construction of P.O. Office Building at Mandal Kara Simdega.
2026_BCD_111799_1
12/2025-26/EE/BCD/BD,SIMDEGA
Open Tender
Civil Works - Buildings
180 days
Simdega
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.1 L
21 Apr 2026
19 Mar 2026
27 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth to a distance up to 50m. Including all lifts with levelling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design & building specification and direction of E / I | ||||||
| 2Extra for earth work in hard soil as per specification and direction of E/I (vide classification of soil item - B) Quantity same as per above item no. 1 | ||||||
| 3Earth fillng in foundation trenches and plinth in layers not exceeding 150mm. thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches wtith a lead of 50M. And lift of 1.5M. All complete as per building specification and direction of E/I (Mode of measurement - compected volume) Quantity same as per item no. 1 i.e. | ||||||
| 4Earth 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/l (Mode of measurement compacted volume). | ||||||
| 5Providing coarse clean sand filling in foundation trenches and plinth including ramming and watering in layers not exceeding 150mm thick with all leads & lifts including the cost of all materials, labour, royality, & taxes all complete as per building specification and direction of E/I (Mode of measurement - compected volume). | ||||||
| 6Providing designation 75B one brick flat soling joints filled with local sand including the cost of watering taxes royality all complete as per building specification and direction of E/I. | ||||||
| 7Providing 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(1Cement :2 coarse sand (zone-III):graded stone aggregate 20 mm nominal size). | ||||||
| 8Providing 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 20mm nominal size) | - | Cum | - | - | BI01010001010000000000000515BI0100001123 | |
| 9Providing designation 75 B 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 materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l. | ||||||
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