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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹21.5 LAccepted-AOC DAKRA RANCHI PIN 829201 | CHATRA | JHARKHAND | 829201 | ₹21.5 L Quoted ₹18.2 L | L-1 | Accepted-AOC Technocommercially eligible L-1 Bidder |
| 2 | L-2₹19.1 L+₹86,771.33 (4.76%)Rejected-Finance | ₹19.1 L+₹86,771.33 (4.76%) | L-2 | Rejected-Finance L--2 As per BOQ Summary details |
| 3 | L-3₹19.3 L+₹1.1 L (6.12%)Rejected-Finance | ₹19.3 L+₹1.1 L (6.12%) | L-3 | Rejected-Finance L-3 As per BOQ Summary details |
| 4 | L-4₹27.0 L+₹8.8 L (48.3%)Rejected-Finance DAKRA RANCHI PIN 829201 | CHATRA | JHARKHAND | 829201 | ₹27.0 L+₹8.8 L (48.3%) | L-4 | Rejected-Finance L-4 As per BOQ Summary details |
| 5 | L-5₹27.1 L+₹8.9 L (49.0%)Rejected-Finance | ₹27.1 L+₹8.9 L (49.0%) | L-5 | Rejected-Finance L-5 As per BOQ Summary details |
Tender Value
₹29.3 L
EMD Value
₹36,600
Closing Date
16 May 2026, 10:00 amClosed
Staff Officer (Civil), NK Area.
Office of The General Manager ,NK Area Dakra
Provision of Diversion Road for Kusum Tola Village near Manjdiha Tola Hospital Patch for Extension of Mine at Purnadih Under Purnadih Project, NK Area.
2026_CCL_359115_1
SO(C)/NK/e-tender/26-27/48
Open Tender
Civil Works - Others
Percentage
45 days
Purnadih Project NK Area
As per NIT
3 documents required · 3 mandatory
₹36,600
23 Jun 2026
5 May 2026
18 May 2026
6 May 2026
16 May 2026
6 May 2026
6 May 2026 - 13 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) | 454.64 | cum | 135.1 | ₹61,421.86 |
| 2 | Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- I Material | 227.32 | cum | 3,195.91 | ₹7,26,494.26 |
| 3 | Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- II Material | 227.32 | cum | 3,049.55 | ₹6,93,223.71 |
| 4 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)By Manual Means Using Screening Crushable type such as Moorum or Gravel | 116.57 | cum | 2,961.76 | ₹3,45,252.36 |
| 5 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)Grading- II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel | 174.86 | cum | 3,703.54 | ₹6,47,601 |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif. | 43.71 | cum | 118.65 | ₹5,186.19 |
| 7 | Total impact of GST for the purpose of CTC | - | Nos | - | - |
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