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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.0 CrAccepted-AOC WARD NO 20 PO BANGALIPARA DIST SAMBALPUR PIN 768003 ODISHA | SAMBALPUR | SAMBALPUR | ODISHA | 768003 | L1 | Accepted-AOC Selected as L1 bidder | |
| 2 | L1₹42.0 CrRejected-AOC 1734 SECTOR 21 PANCHKULA 134112 HARYANA | PANCHKULA | HARYANA | 134112 | L1 | Rejected-AOC L1 bidder | |
| 3 | L1₹42.0 CrRejected-AOC HULURISINGHA CHHAK ANGUL | ANGUL | ANGUL | ODISHA | L1 | Rejected-AOC L1 bidder | |
| 4 | L1₹42.0 CrRejected-AOC BY PASS ROAD BEHERAPAT PO JHARSUGUDA DIST JHARSUGUDA | JHARSUGUDA | JHARSUGUDA | ODISHA | L1 | Rejected-AOC L1 bidder | |
| 5 | L1₹42.0 CrRejected-AOC D 1 1 GILLANDER HOUSE 8 N S ROAD KOLKATA 700001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | L1 | Rejected-AOC L1 bidder |
Tender Value
₹49.5 Cr
EMD Value
₹49.5 L
Closing Date
13 Nov 2024, 5:30 pmClosed
Chief Engineer, Roads-II, Odisha
O/o the E.I.C (Civil-Cum-Roads), Odisha, Nirman Soudha, New Building, Unit-V, Bhubaneswar.
Improvement such as widening and strengthening of NH-49 Thianal Chowk to Marha via Saruali road from 0/000 km to 18/750 km in the district of Deogarh under State Plan
2024_EICCL_105391_5
CE-ROADS-II-05/2024-25
Open Tender
Civil Works - Roads
Percentage
570 days
Deogarh Division
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹49.5 L
Yes
18 Jun 2025
3 Oct 2024
14 Nov 2024
3 Oct 2024
13 Nov 2024
3 Oct 2024
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Unit - Sqm
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 materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 0.29 | Sqm | 8.23 | ₹2.39 |
| 2 | Unit - Cum
Dismantling of Cement Concrete Grade M-15 & M-20 including T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 of MoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 1 | Cum | 635.61 | ₹634.97 |
| 3 | Unit - Cum
Dismantling of Prestressed/ Reinfoced Cement Concrete Grade M-20 and above including T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 of MoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | - | Cum | 1,750.65 | - |
| 4Unit - Rmt. Removing all types of hume pipe including earthwork and dismantling of masonry works including T&P and scaffolding whenever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | |||||
| 4.01 | 600mm dia to 900mm dia | - | Rmt. | 382.14 | - |
| 4.02 | Above 900mm dia | - | Rmt. | 655.09 | - |
| 5 | Unit - Cum
Earth work in excavation in all kinds of soil for road works with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade & camber for road work or dressing of sides and bottom for foundation of structures and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr. and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required etc complete in all respect as per clause 301 & 304 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge. | - | Cum | 74.71 | - |
| 6 | Unit - Cum
Earth work in excavation for foundation of structures as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade & camber for road work or dressing of sides and bottom for foundation of structures and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr. and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required etc complete in all respect as per clause 301 & 304 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge. | - | Cum | 44.76 | - |
| 7 | Unit - Sqm
Scarifying and removing the existing bituminous road surface to the required depth as per approved drawing and technical specifications and disposal of scarified materials within all lifts and lead upto 1000mtr. complete in all respect as per Section 900, Clause 305.4.3, 305.8, 305.9.5, 501.8.3.2, 501.8.7.2 and 501.8.8.1 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | - | Sqm | 5.99 | - |
| 8 | Unit - Sqm
Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per approved drawing and technical specifications as per Section 900, Clause 501.8.3.2 and 501.8.8.1 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | - | Sqm | 30 | - |
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