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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹48.2 LAccepted-AOC | ₹48.2 L Quoted ₹40.9 L | L-1 | Accepted-AOC As per tender Committee recommendation and approval of competent authority |
| 2 | L-2₹62.1 L+₹21.2 L (52.0%)Rejected-Finance AT PO RAXI DHANGADA TANDWA DIST HAZARIBAGH JHARKHAND 825321 | CHATRA | JHARKHAND | 825321 | ₹62.1 L+₹21.2 L (52.0%) | L-2 | Rejected-Finance As per Quoted Rate, tender committee recommendation and approval of competent authority |
| 3 | L-3₹63.8 L+₹22.9 L (56.2%)Rejected-Finance AT BOCM COLONY BHELWATAND CHURI DAKRA POST DAKRA P S KHALARI DISTT RANCHI JHARKHAND | RANCHI | JHARKHAND | 829205 | ₹63.8 L+₹22.9 L (56.2%) | L-3 | Rejected-Finance As per Quoted Rate, tender committee recommendation and approval of competent authority |
| 4 | Rejected-Technical AT BHELWATAND CHURI POST RAY P S KHALARI DISTT RANCHI JHARKHAND | RANCHI | JHARKHAND | 829205 | - | - | Rejected-Technical As per Tender committee recommends and approval of Competent Authority |
| Sl No | Description | Qty | Unit | M/S RUPLAL RAM L2 | M/S AFTAB ALAM L3 | shakshi Enterprises L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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.(i)Rolling with vibratory roller. | 490.8 | Cum | 146.58 ₹71,943.18 Lowest | 150.64 ₹73,932.39 | 160 ₹78,528 |
| 2.00 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2 ) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401. grading-I Material. | 1,968.75 | Cum | 3,094.77 ₹60,92,822.92 | 3,180.34 ₹62,61,288.08 | 2,010 ₹39,57,187.5 Lowest |
| 3.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator 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) | 604.8 | Cum | 72.15 ₹43,637.83 Lowest | 74.15 ₹44,844.41 | 82 ₹49,593.6 |
| 4.00 | Total impact of GST for the purpose of CTC | 1 | Nos | - | - | - |
Tender Value
₹67.5 L
EMD Value
₹84,400
Closing Date
25 Apr 2026, 4:00 pmClosed
Staff Officer(Civil), Amrapali-Chandragupta Area
Office of The General Manager, Amrapali-Chandragupta Area, Honhey, Tandwa, 825321
Providing and Laying GSB Materials as and when required at Amrapali OCP under Amrapali OCP of A-C Area, CCL.
2026_CCL_358129_1
GMAC/SOC/Tender/2026-27/01/02
Open Tender
Civil Works - Roads
Item Rate
150 days
Amrapali OCP, A-C Area
Please refer Tender documents.
5 documents required · 5 mandatory
₹84,400
27 Jun 2026
9 Apr 2026
27 Apr 2026
10 Apr 2026
25 Apr 2026
10 Apr 2026
10 Apr 2026 - 18 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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.(i)Rolling with vibratory roller. | - | Cum | - | - |
| 2 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2 ) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401. grading-I Material. | - | Cum | - | - |
| 3 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator 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) | - | Cum | - | - |
| 4 | Total impact of GST for the purpose of CTC | - | Nos | - | - |
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