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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.7 CrAdmitted-Finance | -25.27% | ₹6.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.8 CrAdmitted-Finance AT WARD 8 PO BASANTI COLONY ROURKELA DIST SUNDARGARH ODISHA 769012 | ROURKELA | SUNDARGARH | ODISHA | 769012 | -23.57% | ₹6.8 Cr | L2 | Admitted-Finance |
| 3 | L3₹7.4 CrAdmitted-Finance | -16.39% | ₹7.4 Cr | L3 | Admitted-Finance |
| 4 | L4₹8.0 CrAdmitted-Finance | -10.12% | ₹8.0 Cr | L4 | Admitted-Finance |
| 5 | L5₹8.2 CrAdmitted-Finance | -7.99% | ₹8.2 Cr | L5 | Admitted-Finance |
Tender Value
₹8.9 Cr
EMD Value
₹8.9 L
Closing Date
7 Apr 2026, 5:00 pmClosed
CCE Khordha RandB Circle Khordha
O/o the Chief Construction Engineer Khordha R and B Circle Khordha
Improvement such as Widening and Strengthening of NH-16 Dadhimachagadia chhaka to Chhatripur road from 0/000 km to 8/114 km in the district of Khordha under State Plan for the year 2025-26
2026_EICCL_127538_1
CCE-Khordha (RandB) Circle-15/2025-26
Open Tender
Civil Works - Roads
270 days
Khordha
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹8.9 L
Yes
26 May 2026
23 Mar 2026
8 Apr 2026
23 Mar 2026
7 Apr 2026
23 Mar 2026
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 and grubbing road land including uprooting 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 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per section 200, clause 201 of the MoRT&H Specifications for Road & Bridge works (5th Revision) including all cost i.e cost of all materials, all labour, all T&P etc complete and as per direction of the Engineer- in- charge. | 1 | Sqm | - | - |
| 2 | 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. | 1 | Sqm | - | - |
| 3Reworking 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. | |||||
| 4 | Earth work in excavation for road works toe wall and CD works with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and techinical specification including setting out dressing of section to correct line level grade & camber and loading into tippers transporting to embankment site within all lifts and lead upto 1000 mtr and utilising the surplus earth locally for road work whenevre required, backfilling the excavation earth to the extent required complete Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per section 300 & all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge | 1 | Cum | - | - |
| 5Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density for embankment construction & Clause 305, section-900 of MoRT&H Specifications for Road & Bridge works (5th Revision) | |||||
| 6Construction of Granular sub-base by providing Grading-VI material as per table 400-2, 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 of MoRT&H Specifications for Road & Bridge works (5th Revision) | |||||
| 7Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specification as per clause 406, section 900 and all relevant sections/ clauses of the MoRT&H Speification for road & Bridge works (5th Revision) & including all cost i.e cost of all matericals,all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. | |||||
| 8Providing & applying primer coat with slow setting (SS-1) Bitumenn Emulsion on prepared surface of granular base includingclearing road surface and spraying primer @ 0.60 Kg / Sqm using mechinical means as per clause 501, 502 and section 900 and all relevant sections/ clauses of the specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. | |||||
| 9Providing & applying tack coat with rapid setting (RS-1) Bitumen Emulsion on prepared surface including cleaning of road surface and spraying tack coat @ 0.20 K.g / Sqm using mechanical means as per Cluse No. 501, 503 and Section 900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. | |||||
| 10 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with Hydrostatic Paver Finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 1 | Cum | - | - |
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