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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 CrAccepted-AOC AT PO KHARI SONEPUR DIST SONEPUR ODISHA | SONEPUR | SONEPUR | ODISHA | L1 | Accepted-AOC Selected as L1 bidder | |
| 2 | L1₹11.2 CrRejected-AOC | L1 | Rejected-AOC L1 bidder | |
| 3 | L1₹11.2 CrRejected-AOC AT JALAN ROAD PO KHETRAJPUR SAMBALPUR | SAMBALPUR | SAMBALPUR | ODISHA | L1 | Rejected-AOC L1 bidder | |
| 4 | L1₹11.2 CrRejected-AOC AT PO PS BANGOMUNDA DIST BALANGIR ODISHA | BANGOMUNDA | BALANGIR | ODISHA | L1 | Rejected-AOC L1 bidder | |
| 5 | L1₹11.2 CrRejected-AOC AT POST BANGOMUNDA DIST BALANGIR 767040 | BALANGIR | BALANGIR | ODISHA | 767040 | L1 | Rejected-AOC L1 bidder |
Tender Value
₹13.2 Cr
EMD Value
₹13.2 L
Closing Date
6 Nov 2024, 5:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
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 Gudighat-Muribahal road (ODR) from 0/000 km to 8/526 km in the district of Balangir under State Plan
2024_EICCL_105808_3
CE-ROADS-II-09/2024-25
Open Tender
Civil Works - Roads
Percentage
365 days
Kantabanji
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹13.2 L
Yes
29 Apr 2025
19 Oct 2024
7 Nov 2024
19 Oct 2024
6 Nov 2024
19 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. | - | Sqm | 8.27 | - |
| 2Unit - No. Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable materials with all lifts and upto a lead of 1000 mtr.and sand filling in the depression/ pit etc complete and as per direction of Engineer-in-Charge. | |||||
| 2.01 | Girth from 600mm to 900 mm | - | No | 618.1 | - |
| 2.02 | Girth from 900mm to 1800 mm | - | No | 1,262.8 | - |
| 3 | 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 | 74.72 | - |
| 4 | Unit - Cum
Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 1 | Cum | 36 | ₹35.96 |
| 5 | Unit - Cum
Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | - | Cum | 35.81 | - |
| 6 | Unit - Cum
Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 1 | Cum | 203.67 | ₹203.47 |
| 7 | Unit - Cum
Providing compacted granular materials in shoulder by using moorum having required P.I. value spreading in uniform layers not exceeding 100mm in depth and compacting with smoth wheeled roller to achieve the desired density as per approved drawing and technical specifications as per Section 900 and Clause 407, 408 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 1 | Cum | 973.32 | ₹972.35 |
| 8 | Unit - Sqm
Fine dressing and providing, laying turfing with live sods of perennial turf forming grass on embankment slope, verges or other locations including preparation of ground, fetching of sods with all lifts and leads upto 5 Km. and watering complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 307 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 1 | Sqm | 28.66 | ₹28.63 |
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