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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 CrAccepted-AOC | ₹7.7 Cr | L1 | Accepted-AOC OK |
| 2 | L2₹8.4 CrRejected-AOC | ₹8.4 Cr | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive as per Cl. Sec-2-4.2(g), Sec-2,4.4B (a)(ii), Sec.-2-12.1 |
| Sl No | Description | Qty | Unit | M/s Puja Enterprises L2 | NEELAM CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00L022-Kunda lawalong road to Ganjutola , Road Length-2.90 Km, Package No. JH02MARS109 | |||||
| 2.00 | Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I | 3 | Per/Km | 3,944 ₹11,832 | 3,644 ₹10,932 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 | 2.61 | Ha | 56,891.3 ₹1,48,486.29 | 52,563.87 ₹1,37,191.7 Lowest |
| 4.00 | 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. | 3,240 | cum | 18.83 ₹61,009.2 | 17.4 ₹56,376 Lowest |
| 5.00 | 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 = (10.20 +7.50/2) | 9,517.5 | cum | 97.05 ₹9,23,673.38 | 89.67 ₹8,53,434.23 Lowest |
| 6.00 | Excavation in Cutting in Soil by manual means with lead upto 50 m:-- 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 | 180.96 | cum | 141.66 ₹25,634.79 | 130.88 ₹23,684.04 Lowest |
| 7.00 | 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 | 140.27 | cum | 42.71 ₹5,990.93 | 39.46 ₹5,535.05 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 free lead as per Technical Specification Clause 301.5 | 12,150.58 | cum | 95.75 ₹11,63,418.04 | 88.47 ₹10,74,961.81 Lowest |
| 9.00 | 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 | 3,072.71 | cum | 141.06 ₹4,33,436.47 | 130.33 ₹4,00,466.29 Lowest |
| 10.00 | Stabilized Sub-base : Providing, Laying, Spreading and Compacting 70% in-situ/borrow area soil of CBR ≥ 5% mixed with 30% GSB Grade-II as per mix design.
Application:
(1) Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates/GSB II Material as per mix design with rotavator.
(2)Spread Cement (minimum 3% or as per mix design) by weight of soil-aggregate mix as per mix design provided and mix with tractor operated rotavator.
(3) Prepare and apply 0.75 kg /cum (By Volume of compacted Mix) organosilane Nanotechnology and 0.75 kg/cum (By Volume of compacted Mix) acrylic copolymer mixed in OMC water (<1000 ppm TDS) . Scarify the treated mix with rotavator.
(4).Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve stabilized layer with the desired density and thickness.
Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge.
IRC accreditation of Terrasil is : IRC-24(7)/2017 (ACC-224) and Zycobond is : IRC-24(7)/2017 (ACC-225) | 1,426.35 | cum | 2,104.24 ₹30,01,382.72 | 1,944.18 ₹27,73,081.14 Lowest |
Tender Value
₹8.5 Cr
EMD Value
₹18 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_2
NIT-09_PMJANMAN-ROAD
Open Tender
Civil - Roads and Bridges
Item Rate
545 days
CHATRA
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
₹18 L
24 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 | L022-Kunda lawalong road to Ganjutola , Road Length-2.90 Km, Package No. JH02MARS109 | - | - | - | - |
| 2 | Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I | - | Per/Km | 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 | 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 | - |
| 5 | 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 = (10.20 +7.50/2) | - | cum | 98.43 | - |
| 6 | Excavation in Cutting in Soil by manual means with lead upto 50 m:-- 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 | - | cum | 143.67 | - |
| 7 | 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 | - | cum | 43.32 | - |
| 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 free lead as per Technical Specification Clause 301.5 | 1 | cum | 97.11 | ₹97.01 |
| 9 | 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 | - | cum | 143.06 | - |
| 10 | Stabilized Sub-base : Providing, Laying, Spreading and Compacting 70% in-situ/borrow area soil of CBR ≥ 5% mixed with 30% GSB Grade-II as per mix design.
Application:
(1) Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates/GSB II Material as per mix design with rotavator.
(2)Spread Cement (minimum 3% or as per mix design) by weight of soil-aggregate mix as per mix design provided and mix with tractor operated rotavator.
(3) Prepare and apply 0.75 kg /cum (By Volume of compacted Mix) organosilane Nanotechnology and 0.75 kg/cum (By Volume of compacted Mix) acrylic copolymer mixed in OMC water (<1000 ppm TDS) . Scarify the treated mix with rotavator.
(4).Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve stabilized layer with the desired density and thickness.
Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge.
IRC accreditation of Terrasil is : IRC-24(7)/2017 (ACC-224) and Zycobond is : IRC-24(7)/2017 (ACC-225) | 1 | cum | 2,134.12 | ₹2,131.99 |
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