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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | -27.99% | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 CrAdmitted-Finance | -23.99% | ₹1.8 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.8 CrAdmitted-Finance AT PO PATRAPADA PS KHANDAGIRI DIST KHURDHIA 751019 | KHANDAGIRI | KHURDA | ODISHA | 751019 | -22.80% | ₹1.8 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.8 CrAdmitted-Finance | -21.33% | ₹1.8 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.9 CrAdmitted-Finance | -17.08% | ₹1.9 Cr | L5 | Admitted-Finance |
Tender Value
₹2.3 Cr
EMD Value
₹2.3 L
Closing Date
15 Apr 2026, 5:30 pmClosed
Engineer Member, BDA, Bhubaneswar
Office of the Engineer Member, BDA, Akash Sova Building, Sachvalaya Marg, BBSR
Improvement of main road and other peripheral works at Maa Sikhar chandi Temple Patia Bhubaneswar
2026_BDABU_127624_1
176/EM/BDA/2025-26 dt.23.03.2026
Open Tender
Civil Works - Others
180 days
Patia
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
₹2.3 L
Yes
30 Apr 2026
26 Mar 2026
16 Apr 2026
26 Mar 2026
15 Apr 2026
26 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 | Earth work in Stoney earth soil with initial lead and lift including rough dressing in layers not exceeding 0.3m in depth and the earth transported by transport vehicles as directed by the Engineer-In-charge. | 1 | Cum. | - | - |
| 2 | Excavation of founation in hard rock (granite) removed by chiselling including dressing and levelling the bed not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per specification approved by the Department | - | Cum. | 1 | - |
| 3 | Excavation of founation in hard rock (other than granite) removed by pick axes & crow bars including dressing and levelling the bed not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per specification approved by the Department. | - | Cum. | 1 | - |
| 4Carriage of earth by mechanical means with cost of all lead & lift upto 5 km including cost of all labour, T&P etc., comp. | |||||
| 5 | Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour,labour cess, sundries, T&P required for the work etc.
complete in all respect as per direction by the Engineer in charge. (Measurement will be taken on finished compacted section only). | 0.6 | Cum. | 1 | ₹0.6 |
| 6Construction of granular sub-base by providing Close graded Granular sub-base Grading-III material as per table 400-1, 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 MoSRT&H Specifications for Road & Bridge works (4th Revision) | |||||
| 7Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision) | |||||
| 8 | Providing and applying Primer Coat with emulson on prepared surface of granual base including clearing of road surface and spraying primer @ of 0.60 kg/sqm using mechanical means as per cluse 502 of Mosrt&H specifications for road & bridge works (4th revision) (A/R item -43 of road work) | - | Sqm. | 1 | - |
| 9 | Providing & laying Bituminous Macadam (50mm thick) with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic 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 Specification for Road & Bridge works (4th Revision)(A/R-2006 page-169 item No-45). | - | Cum. | 1 | - |
| 10Providing and applying tack coat with bitumen Using emulsion pressure distributor at the rate of 0.20 kg/per sqm on the prepared bituminous/granular surface cleaned with mechnical broom as per cluse 503 of MoSRT&H specifications for road & bridge works (4th revision) (A/R item -44 of road work). | |||||
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