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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 CrAccepted-AOC | ₹9.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹9.6 Cr+₹34,259.72 (0.04%)Rejected-AOC DUMKA | ₹9.6 Cr+₹34,259.72 (0.04%) | L2 | Rejected-AOC L2 |
| 3 | L3₹9.8 Cr+₹17.3 L (1.80%)Rejected-AOC GILANPARA DUMKA | ₹9.8 Cr+₹17.3 L (1.80%) | L3 | Rejected-AOC L3 |
| 4 | L4₹10.6 Cr+₹1.0 Cr (10.6%)Rejected-AOC 40 107 RAMKRISHNA SAMITY BUILDING 3RD FLOOR PANITANKI MORE SEVOKE ROAD SILIGURI DARJEELING W B | DARJEELING | WEST BENGAL | 734001 | ₹10.6 Cr+₹1.0 Cr (10.6%) | L4 | Rejected-AOC L4 |
| 5 | L5₹10.7 Cr+₹1.1 Cr (11.6%)Rejected-AOC BEHIND HERO HONDA SHOWROOM DUDHANI BHAGALPUR ROAD DUMKA | DUMKA | JHARKHAND | 814101 | ₹10.7 Cr+₹1.1 Cr (11.6%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | KAMAC ENGINEERS (P) LTD. L4 | niraj kumar agarwal L3 | MD ABDUSSALAM ANSARI L2 | Hari Nandan Choudhary L5 | M/S SATYA CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Details | ||||||||
| 2.00 | 1. Chapuria to Vanpada Pahariya Tola 2.55 km
Setting out etc all complete job as per specification and directioni of E/I SOR NO 1.16 | 2.55 | Per km | 2,500 ₹6,375 | 100 ₹255 Lowest | 2,266.41 ₹5,779.35 | 2,539.84 ₹6,476.59 | 2,265.52 ₹5,777.08 |
| 3.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MoRD by manual means SOR NO. 2.2 | 12,750 | Per Sqm | 3.5 ₹44,625 | 0.25 ₹3,187.5 Lowest | 4.37 ₹55,717.5 | 4.9 ₹62,475 | 4.37 ₹55,717.5 |
| 4.00 | 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 SOR NO 3.5 | 1,328.3 | Per Cum. | 75 ₹99,622.5 Lowest | 143.67 ₹1,90,836.86 | 108.84 ₹1,44,572.17 | 121.98 ₹1,62,026.03 | 108.8 ₹1,44,519.04 |
| 5.00 | Compacting original ground supporting subgrade : 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. | 3,782.02 | Per Cum. | 10 ₹37,820.2 Lowest | 19.1 ₹72,236.58 | 14.47 ₹54,725.83 | 16.22 ₹61,344.36 | 14.46 ₹54,688.01 |
| 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 requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 8,311.04 | Per Cum. | 40 ₹3,32,441.68 | 43.32 ₹3,60,034.34 | 32.82 ₹2,72,768.4 | 36.78 ₹3,05,680.12 | 32.81 ₹2,72,685.29 Lowest |
| 7.00 | 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 as per Technical Specification Clause 301.5 (Free Lead) | 3,149.48 | Per Cum. | 110 ₹3,46,442.8 | 97.11 ₹3,05,846 | 73.57 ₹2,31,707.24 | 82.45 ₹2,59,674.63 | 73.54 ₹2,31,612.76 Lowest |
| 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 250m as per Technical Specification Clause 301.5 Lead upto -250 m | 1,049.83 | Per Cum. | 125 ₹1,31,228.75 | 143.06 ₹1,50,188.68 | 108.38 ₹1,13,780.58 | 121.46 ₹1,27,512.35 | 108.34 ₹1,13,738.58 Lowest |
| 9.00 | 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 as per Technical Specification Clause 303.1. (Lead 250-500) | 5,721.18 | Per Cum. | 125 ₹7,15,147.13 | 10 ₹57,211.77 Lowest | 144.19 ₹8,24,936.51 | 161.59 ₹9,24,484.99 | 144.14 ₹8,24,650.45 |
| 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. | 1,242.81 | Per Cum. | 1,800 ₹22,37,059.8 | 1,300 ₹16,15,654.3 Lowest | 1,486.93 ₹18,47,972.96 | 1,666.32 ₹20,70,920.83 | 1,486.35 ₹18,47,252.13 |
Tender Value
₹12.4 Cr
EMD Value
₹24.9 L
Closing Date
28 Nov 2025, 5:00 pmClosed
ENGINEER IN CHIEF
3RD FLOOR FFP BUILDING, DHURWA, RANCHI, JHARKHAND, 834004
Construction and Maintenance of Road and Bridges
2025_CEJHR_145492_31
NIT-02 2025-26 PMJANMAN
Open Tender
Civil - Roads and Bridges
Item Rate
455 days
DUMKA
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
₹24.9 L
31 Jul 2026
6 Nov 2025
28 Nov 2025
6 Nov 2025
28 Nov 2025
6 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Details | - | - | - | - |
| 2 | 1. Chapuria to Vanpada Pahariya Tola 2.55 km
Setting out etc all complete job as per specification and directioni of E/I SOR NO 1.16 | 1 | Per km | 2,991.57 | ₹2,988.58 |
| 3 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MoRD by manual means SOR NO. 2.2 | - | Per Sqm | 5.77 | - |
| 4 | 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 SOR NO 3.5 | 1 | Per Cum. | 143.67 | ₹143.53 |
| 5 | Compacting original ground supporting subgrade : 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. | 1 | Per Cum. | 19.1 | ₹19.08 |
| 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 requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 0.8 | Per Cum. | 43.32 | ₹34.61 |
| 7 | 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 as per Technical Specification Clause 301.5 (Free Lead) | - | Per Cum. | 97.11 | - |
| 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 250m as per Technical Specification Clause 301.5 Lead upto -250 m | 1 | Per Cum. | 143.06 | ₹142.92 |
| 9 | 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 as per Technical Specification Clause 303.1. (Lead 250-500) | 0.8 | Per Cum. | 190.33 | ₹152.07 |
| 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. | 0.4 | Per Cum. | 1,962.69 | ₹783.11 |
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