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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 CrAdmitted-Finance | ₹6.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.5 Cr+₹28.8 L (4.66%)Admitted-Finance | ₹6.5 Cr+₹28.8 L (4.66%) | L2 | Admitted-Finance |
| 3 | L3₹6.7 Cr+₹48.0 L (7.78%)Admitted-Finance | ₹6.7 Cr+₹48.0 L (7.78%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical DUMKA | - | - | Rejected-Technical Non Responsive as per CL.Section-2-4.2(a) |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive as per Cl. Section 2- 4.4A (b) |
| Sl No | Description | Qty | Unit | CHITRA CONSTRUTION L1 | SONY ENTERPRISES L3 | ABU SAMAD L2 |
|---|---|---|---|---|---|---|
| 1.00Details | ||||||
| 2.00 | 1. L023-PMGSY ROAD BHELAI BARAMASIA TO BHELAI MAL PAHRAIYA, 2.815 KM, BLOCK MAHESHPUR, PKG NO-JH16-RTC-012
Construction of Benchmark and Reference Pillars as per specification and drawing 200.1 & 200.2 (i) Construction of Reference & Working Benchmark = 3 Nos & 11 Nos Respectively | 2.82 | Per KM | 5 ₹14.1 Lowest | 2,524.79 ₹7,119.91 | 2,446.56 ₹6,899.3 |
| 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 | 2.05 | Ha | 5 ₹10.25 Lowest | 52,511.94 ₹1,07,649.48 | 50,884.83 ₹1,04,313.9 |
| 4.00 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 94.18 | Cum | 5 ₹470.9 Lowest | 61.75 ₹5,815.62 | 59.84 ₹5,635.73 |
| 5.00 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 34.23 | Cum | 5 ₹171.15 Lowest | 130.75 ₹4,475.57 | 126.7 ₹4,336.94 |
| 6.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet equirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. | 77.05 | Cum | 5 ₹385.25 Lowest | 39.52 ₹3,045.02 | 38.29 ₹2,950.24 |
| 7.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a free lead as per Technical Specification Clause 301.5. | 4,423.03 | Cum | 5 ₹22,115.15 Lowest | 88.38 ₹3,90,907.39 | 85.64 ₹3,78,788.29 |
| 8.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250 m as per Technical Specification Clause 301.5 | 1,895.59 | Cum | 5 ₹9,477.95 Lowest | 130.2 ₹2,46,805.82 | 126.16 ₹2,39,147.63 |
| 9.00 | Construction of subgrade & earthen shoulders with approved material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacted to meet requirement of Tables 300.2 with lead upto 500m as per Technical Specification Clause 301.4.1 | 7,464.73 | Cum | 5 ₹37,323.65 Lowest | 173.22 ₹12,93,040.53 | 167.85 ₹12,52,954.93 |
| 10.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. GRADING - II | 1,668.95 | Cum | 1,700 ₹28,37,215 | 1,474.17 ₹24,60,316.02 | 1,428.49 ₹23,84,078.39 Lowest |
Tender Value
₹7.3 Cr
EMD Value
₹16 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_17
NIT-09_PMJANMAN-ROAD
Open Tender
Civil - Roads and Bridges
Item Rate
455 days
PAKUR
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
₹16 L
11 Aug 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 | Details | - | - | - | - |
| 2 | 1. L023-PMGSY ROAD BHELAI BARAMASIA TO BHELAI MAL PAHRAIYA, 2.815 KM, BLOCK MAHESHPUR, PKG NO-JH16-RTC-012
Construction of Benchmark and Reference Pillars as per specification and drawing 200.1 & 200.2 (i) Construction of Reference & Working Benchmark = 3 Nos & 11 Nos Respectively | 1 | Per KM | 2,774.19 | ₹2,771.42 |
| 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 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | Cum | 67.85 | - |
| 5 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1 | Cum | 143.67 | ₹143.53 |
| 6 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet equirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. | 1 | Cum | 43.42 | ₹43.38 |
| 7 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a free lead as per Technical Specification Clause 301.5. | 1 | Cum | 97.11 | ₹97.01 |
| 8 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250 m as per Technical Specification Clause 301.5 | 1 | Cum | 143.06 | ₹142.92 |
| 9 | Construction of subgrade & earthen shoulders with approved material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacted to meet requirement of Tables 300.2 with lead upto 500m as per Technical Specification Clause 301.4.1 | 1 | Cum | 190.33 | ₹190.14 |
| 10 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. GRADING - II | - | Cum | 1,619.79 | - |
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