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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAdmitted-Finance | ₹5.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.2 Cr+₹10.1 L (1.97%)Admitted-Finance | ₹5.2 Cr+₹10.1 L (1.97%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Nikhil Enterprises L2 | M/s ANUP KUMAR JAISWAL L1 |
|---|---|---|---|---|---|
| 1.001. L045-Daltonganj Ramkanda rcd road bori school to Dasratha tola (Length 3.5km, Block: Chainpur) | |||||
| 2.00 | Setting Out Pillars --Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I | 4 | Nos. | 3,000 ₹12,000 | 2,000 ₹8,000 Lowest |
| 3.00 | Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I | 3.15 | HA | 40,000 ₹1,26,000 | 25,000 ₹78,750 Lowest |
| 4.00 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps (Lead upto 100m) Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.----Girth above 300 mm to 600 mm | 85 | NO. | 150 ₹12,750 Lowest | 150 ₹12,750 Lowest |
| 5.00 | Girth above 600 mm to 900 mm | 23 | NO. | 240 ₹5,520 Lowest | 250 ₹5,750 |
| 6.00 | Girth above 900 mm to 1800 mm | 12 | NO. | 450 ₹5,400 Lowest | 500 ₹6,000 |
| 7.00 | Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. ----Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 123 | Cum | 1,000 ₹1,23,000 | 900 ₹1,10,700 Lowest |
| 8.00 | Compacting Original Ground :-- Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 3,708 | CUM | 19 ₹70,452 | 18 ₹66,744 Lowest |
| 9.00 | Construction of subgrade and earthen shoulders with free lead :-- Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with free lead as per Technical Specification Clause 303.1. Avg width | 5,659.79 | CUM | 98 ₹5,54,659.81 | 90 ₹5,09,381.46 Lowest |
| 10.00 | Construction of subgrade and earthen shoulders with lead upto 750m :-- Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 750m as per Technical Specification Clause 303.1. | 3,773.2 | CUM | 200 ₹7,54,639.2 Lowest | 200 ₹7,54,639.2 Lowest |
Tender Value
₹5.6 Cr
EMD Value
₹12 L
Closing Date
10 Jun 2026, 5:00 pmClosed
ENGINEER IN CHIEF
3rd Floor, FFP Building, Dhurwa, Ranchi, JHarkhand 834002
Construction and Maintenance of Roads and LSBs
2026_CEJHR_147673_38
NIT-09_PMJANMAN-ROAD
Open Tender
Civil - Roads and Bridges
Item Rate
455 days
PALAMAU
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
₹12 L
10 Sept 2026
19 May 2026
10 Jun 2026
19 May 2026
10 Jun 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1. L045-Daltonganj Ramkanda rcd road bori school to Dasratha tola (Length 3.5km, Block: Chainpur) | - | - | - | - |
| 2 | Setting Out Pillars --Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I | - | Nos. | 4,000 | - |
| 3 | Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I | 1 | HA | 57,699.09 | ₹57,641.39 |
| 4 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps (Lead upto 100m) Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.----Girth above 300 mm to 600 mm | - | NO. | 163.93 | - |
| 5 | Girth above 600 mm to 900 mm | - | NO. | 268.04 | - |
| 6 | Girth above 900 mm to 1800 mm | - | NO. | 556.27 | - |
| 7 | Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. ----Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | - | Cum | 1,043.23 | - |
| 8 | Compacting Original Ground :-- Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | - | CUM | 19.1 | - |
| 9 | Construction of subgrade and earthen shoulders with free lead :-- Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with free lead as per Technical Specification Clause 303.1. Avg width | 0.6 | CUM | 98.43 | ₹58.96 |
| 10 | Construction of subgrade and earthen shoulders with lead upto 750m :-- Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 750m as per Technical Specification Clause 303.1. | 0.4 | CUM | 236.35 | ₹94.3 |
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