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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹53.1 LAccepted-AOC AT PO GARILONG TANDWA DIST CHATRA JHARKHAND 825321 | CHATRA | JHARKHAND | 825321 | ₹53.1 L Quoted ₹45.0 L | L-1 | Accepted-AOC As per tender Committee recommendation and approval of competent authority |
| 2 | L-2₹46.6 LRejected-Finance AT PO HECHABALIYA SARADHU TANDWA DIST CHATRA JHARKHAND 825321 | CHATRA | JHARKHAND | 825321 | ₹46.6 L | L-2 | Rejected-Finance As per Quoted Rate, tender committee recommendation and approval of competent authority |
| 3 | L-3₹51.5 LRejected-Finance LINE TANK RD RANCHI | SIMDEGA | JHARKHAND | 835201 | ₹51.5 L | L-3 | Rejected-Finance As per Quoted Rate, tender committee recommendation and approval of competent authority |
| 4 | L-4₹51.7 LRejected-Finance NTPC LIMITED EPROCUREMENT PORTAL | ₹51.7 L | L-4 | Rejected-Finance As per Quoted Rate, tender committee recommendation and approval of competent authority |
| 5 | L-5₹55.5 LRejected-Finance | ₹55.5 L | L-5 | Rejected-Finance As per Quoted Rate, tender committee recommendation and approval of competent authority |
| Sl No | Description | Qty | Unit | Prajwal Projects Private Limited L3 | M/S SHIV SHANKAR SINGH L8 | M/S RUPLAL RAM L7 | M/S SANJEEV PRASAD L1 | M/S S K MISHRA AND SONS L4 | MS SUDHIR KUMAR SINGH L5 | BHARDWAJ TECHNOINFRA PRIVATE LIMITED L6 | Divyam Steel L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) Rolling with vibratory roller. | 5,225 | cum | 80 ₹4.2 L | 60.62 ₹3.2 L | 55.62 ₹2.9 L | 42.88 ₹2.2 L | 55 ₹2.9 L | 210 ₹11.0 L | 202 ₹10.6 L | 32.64 ₹1.7 L |
| 2.00 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providng coarse graded material, spreading in uniform Iayers wth motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. grading-l Material. | 2,375 | cum | 1,890 ₹44.9 L | 3,522.3 ₹83.7 L | 3,123.29 ₹74.2 L | 1,751 ₹41.6 L | 1,950 ₹46.3 L | 1,748 ₹41.5 L | 2,500 ₹59.4 L | 1,832 ₹43.5 L |
| 3.00 | Construction of sub-grade 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 No. 300-2). | 475 | cum | 175 ₹83,125 | 150.95 ₹71,701.25 | 147.9 ₹70,252.50 | 42.88 ₹20,368 | 90 ₹42,750 | 120 ₹57,000 | 205 ₹97,375 | 86.76 ₹41,211 |
| 4.00 | Excavation In Soil using, Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.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 sectlons, and transporting to the embankment location within alI lifts and lead upto 1000m. | 2,280 | cum | 70 ₹1.6 L | 80.9 ₹1.8 L | 72.81 ₹1.7 L | 42.88 ₹97,766.40 | 90 ₹2.1 L | 105 ₹2.4 L | 336 ₹7.7 L | 42.72 ₹97,401.60 |
| 5.00 | Total impact of GST for the purpose of CTC | 1 | Nos | - | - | - | - | - | - | - | - |
Tender Value
₹85.6 L
EMD Value
₹1.1 L
Closing Date
11 Dec 2025, 4:00 pmClosed
Staff Officer(Civil), Amrapali-Chandragupta Area
Office of The General Manager, Amrapali-Chandragupta Area, Honhey, Tandwa, 825321
Repairing of road from weigh bridge No. 17 towards Coal Stock No. 54/55 under Amrapali OCP of A-C Area, CCL
2025_CCL_347560_1
GMAC/SOC/Tender/2025-26/37/928
Open Tender
Civil Works - Roads
30 days
Amrapali OCP, A-C Area
Please refer tender notice
5 documents required · 5 mandatory
₹1.1 L
2 Feb 2026
25 Nov 2025
12 Dec 2025
26 Nov 2025
11 Dec 2025
26 Nov 2025
26 Nov 2025 - 4 Dec 2025
Amount
Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) Rolling with vibratory roller.
Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providng coarse graded material, spreading in uniform Iayers wth motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. grading-l Material.
Construction of sub-grade 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 No. 300-2).
Excavation In Soil using, Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.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 sectlons, and transporting to the embankment location within alI lifts and lead upto 1000m.
Total impact of GST for the purpose of CTC
Divyam Steel (BID ID -1200783)
Prajwal Projects Private Limited (BID ID -1201537)
M/S S K MISHRA AND SONS (BID ID -1200635)
MS SUDHIR KUMAR SINGH (BID ID -1203414)
BHARDWAJ TECHNOINFRA PRIVATE LIMITED (BID ID -1203385)
M/S RUPLAL RAM (BID ID -1202877)
M/S SHIV SHANKAR SINGH (BID ID -1202743)
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