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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.3 CrAccepted-AOC PREM KUNJ APARTMENT FLAT NO 3C MPD ROAD JAGDISHPUR BHAGALPUR BIHAR | BHAGALPUR | BIHAR | 811211 | L1 | Accepted-AOC L1 | |
| 2 | L2₹65.1 Cr+₹13.9 L (0.21%)Rejected-Finance BANK COLONY ROAD PISKA MORE PISKA PANDRA RANCHI | RANCHI | RANCHI | JHARKHAND | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Non Responsive | |
| 4 | Rejected-Technical | - | Rejected-Technical Non Responsive | |
| 5 | Rejected-Technical TARANGINI VILLA MAIN ROAD BHAGAT PARA PAKUR | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | M/s Ganga Construction L2 | Sri Ram Enterprises L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150mm in thickness. (By mechanical means using dozer in area of light jungle) RCDSOR 2.03 (ii) | 22.23 | Hect. | 88,000 ₹19,56,240 | 5,000 ₹1,11,150 Lowest |
| 2.00 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres. By Mechanaical Means using Hydraulic excavator. RCDSOR 3.15(i) | 7,490 | Sqm | 120 ₹8,98,800 | 5 ₹37,450 Lowest |
| 3.00 | 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 within all lifts and lead upto 1000m. Ordinary Soil. RCDSOR 3.06(i) | 28,232.66 | Cum | 150 ₹42,34,899 | 100 ₹28,23,266 Lowest |
| 4.00 | 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 Table 300-2.Rate per cum after adding royalty@Rs 27.48/cum RCDSOR 3.17 | 22,586.13 | Cum | 150 ₹33,87,919.5 | 100 ₹22,58,613 Lowest |
| 5.00 | Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. RCDSOR 3.16 | 2,22,058.7 | Cum | 150 ₹3,33,08,805 Lowest | 200 ₹4,44,11,740 |
| 6.00 | 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 300-2) (Earthen shoulder) RCDSOR 3.18 | 1,23,507.43 | Cum | 230 ₹2,84,06,708.9 | 200 ₹2,47,01,486 Lowest |
| 7.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. For grading-V material. RCDSOR 4.01 B (v) | 27,803.42 | Cum | 2,800 ₹7,78,49,576 Lowest | 3,200 ₹8,89,70,944 |
| 8.00 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density). RCDSOR 4.14 B | 25,785.66 | Cum | 3,000 ₹7,73,56,980 Lowest | 3,300 ₹8,50,92,678 |
| 9.00 | Prime coat over WMM/WBM. Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. RCDSOR 5.01 A (i) | 1,03,142.63 | Sqm | 85 ₹87,67,123.55 | 50 ₹51,57,131.5 Lowest |
| 10.00 | Tack coat on Bituminous surface treated with primer. Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg/sqm on the prepared granular surface cleaned with mechanical broom. RCDSOR 5.02 (i) | 99,072.7 | Sqm | 15 ₹14,86,090.5 Lowest | 15 ₹14,86,090.5 Lowest |
Tender Value
₹59.1 Cr
EMD Value
₹59.1 L
Closing Date
10 Sept 2025, 12:00 pmClosed
Executive Engineer, RCD, Road Division, Sahibganj
Executive Engineer, RCD, Road Division, Sahibganj
Widening, Strengthening and Reconstruction work of Karmatand (on Mohanpur-Karmatand RCD Road) to Jural (on SH-18) Road (Total length 12.706 KM) under Road Division, Sahibganj for the year 2025-26
2025_CECOM_103846_1
RCD/SAHIBGANJ/694/2025-26
Open Tender
Civil Works
Item Rate
548 days
KARMATAND TO JIRUL
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹59.1 L
CE(Comm), RCD, Jharkhand, Ranchi
15 Jun 2026
12 Aug 2025
12 Sept 2025
12 Aug 2025
10 Sept 2025
20 Aug 2025
19 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150mm in thickness. (By mechanical means using dozer in area of light jungle) RCDSOR 2.03 (ii) | 22.23 | Hect. | 88,499.5 | ₹19,67,343.89 |
| 2 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres. By Mechanaical Means using Hydraulic excavator. RCDSOR 3.15(i) | 7,490 | Sqm | 4.8 | ₹35,952 |
| 3 | 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 within all lifts and lead upto 1000m. Ordinary Soil. RCDSOR 3.06(i) | 28,232.66 | Cum | 62.4 | ₹17,61,717.98 |
| 4 | 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 Table 300-2.Rate per cum after adding royalty@Rs 27.48/cum RCDSOR 3.17 | 22,586.13 | Cum | 61.48 | ₹13,88,595.27 |
| 5 | Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. RCDSOR 3.16 | 2,22,058.7 | Cum | 129.9 | ₹2,88,45,425.13 |
| 6 | 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 300-2) (Earthen shoulder) RCDSOR 3.18 | 1,23,507.43 | Cum | 131.3 | ₹1,62,16,525.56 |
| 7 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. For grading-V material. RCDSOR 4.01 B (v) | 27,803.42 | Cum | 2,473.72 | ₹6,87,77,876.12 |
| 8 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density). RCDSOR 4.14 B | 25,785.66 | Cum | 2,817.98 | ₹7,26,63,474.17 |
| 9 | Prime coat over WMM/WBM. Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. RCDSOR 5.01 A (i) | 1,03,142.63 | Sqm | 81.6 | ₹84,16,438.61 |
| 10 | Tack coat on Bituminous surface treated with primer. Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg/sqm on the prepared granular surface cleaned with mechanical broom. RCDSOR 5.02 (i) | 99,072.7 | Sqm | 12.97 | ₹12,84,972.92 |
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