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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.5 CrAccepted-AOC AT BELTIKIRI SADAR DHENKANAL | ₹8.5 Cr | 1 | Accepted-AOC Winner of lottery |
| 2 | 1₹8.5 CrRejected-AOC | ₹8.5 Cr | 1 | Rejected-AOC 0 |
| 3 | 1₹8.5 CrRejected-AOC ANGUL ODISHA 759132 INDIA UDYAM OD 01 0005071 | ANUGUL | ODISHA | 759132 | ₹8.5 Cr | 1 | Rejected-AOC 0 |
| 4 | 1₹8.5 CrRejected-AOC HULURISINGHA CHHAK ANGUL | ANGUL | ANGUL | ODISHA | ₹8.5 Cr | 1 | Rejected-AOC 0 |
| 5 | 1₹8.5 CrRejected-AOC BM 89 BASANTINAGAR P O BASANTI COLONY P S UDITNAGAR DIST ROURKELA SUNDARGARH ODISHA PIN 769012 | ROURKELA | SUNDARGARH | ODISHA | 769012 | ₹8.5 Cr | 1 | Rejected-AOC 0 |
Tender Value
₹10.0 Cr
EMD Value
₹10.0 L
Closing Date
20 Oct 2025, 5:00 pmClosed
Chief Construction Engineer,RWC,Angul
At-Hakimpada Angul
Construction of road from PWD road to T3 to Tipeijharan via Madarangamunda road in the District of Dhenkanal under Improvement to existing road for the year 2025-26
2025_CERWI_118945_25
Road Online-AGL-15/2025-26
National Competitive Bid
Civil Works - Roads
Percentage
360 days
Kamakhyanagar
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹10.0 L
Yes
20 Jul 2026
14 Oct 2025
22 Oct 2025
14 Oct 2025
20 Oct 2025
14 Oct 2025
14 Oct 2025 - 18 Oct 2025
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 | Clearing & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling, &trees girth upto 300 mm , removal of stumps of trees cut eralier & disposal of unserviceable material to be used or auctioned upto a lead of 1000 mtr including removal & disposal of top organic soil not exceeding 150 mm thickness as per direction of EIC | 20,691 | Sqm | 1 | ₹20,670.31 |
| 2 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lift and lead upto 1000 m as per direction of EIC | 25,863.75 | Sqm | - | - |
| 3 | 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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site). | 1,405.92 | Cum | 1 | ₹1,404.51 |
| 4 | Construction of embankment with approved materials obtained from borrow pits transporting to site with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer-in-Charge. | 35,674.13 | Cum | - | - |
| 5 | Excavation for roadwork in soil with hydraulic excavation of 0.9 cum bucket capacity including cuttinh and loading in tippers, trimming bottom and side slopes, in accordance with reuirements of lines, graddes and cross sections, and transporting to the embankment location within all lifts and leads upto 100m | 8,690.22 | Cum | - | - |
| 6 | Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works ( 4th revision) | 2,884.33 | Cum | 1 | ₹2,881.45 |
| 7 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision) | 6,067.64 | Cum | 1 | ₹6,061.57 |
| 8 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of EIC | 38,692.17 | Sqm | 1 | ₹38,653.48 |
| 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of EIC | 38,692.17 | Sqm | 1 | ₹38,653.48 |
| 10 | Providing and laying Bituminous Macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 grade of Bitumen, transported to site, laid over a previously prepared surface with a hydroustatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 504 of MoSRT&H Specifications for Road and Bridge work | 1,934.61 | cum | - | - |
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