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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically Submitted |
| 2 | Accepted-Technical BAYABANAPUR PS BHANDARIPOKHARI DIST BHADRAK | BHANDARIPOKHARI | BHADRAK | ODISHA | Accepted-Technical Technically Submitted |
| 3 | Accepted-Technical AT KALIDASPUR PO BALIMED PS NAIKANIDIHI DIST BHADRAK PIN 756131 | BHADRAK | ODISHA | 756131 | Accepted-Technical Technically Submitted |
| 4 | Accepted-Technical | Accepted-Technical Technically Submitted |
| 5 | Accepted-Technical | Accepted-Technical Technically Submitted |
Tender Value
Refer Docs
EMD Value
₹62,328
Closing Date
31 Jul 2026, 5:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SERandBdivisionBhadrak
O/Oof the superintendingEngineer
Special Repair to Jamujhadi Basudevpur Dhamara road from ch 1/000km to 2/000km in the district of Bhadrak for the year 2026-27
2026_EICCL_136885_1
SERandBdk-10/26-27-1
Open Tender
Civil Works - Roads
Percentage
180 days
bhadrak
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹62,328
Yes
6 Nov 2026
23 Jul 2026
1 Aug 2026
23 Jul 2026
31 Jul 2026
23 Jul 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 excavation of foundation of structures roads works and drain works in hard soil including rough dressing and levelling the bed as per approved drawing & clause 301 & 304 of MORTH Specifications for Roads & Bridge work (4th revision) | - | Each Cum. | 235.7 | - |
| 2 | Providing granular sub-base by using sand as per clause 401 of MORT&H specification for Road & Bridge works (4th Revision) | - | Each Cum. | 1,257.2 | - |
| 3 | Construction of GSB by providing clsoe graded GSB grading-III materials as per Table 400-1, spreading in uniform layers with mortar grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with V.R.R to achieve the desired density complete as epr clause No.401 of MORT&H specification for road & Bridge work (4th revision) | - | Each Cum. | 2,396.1 | - |
| 4 | Providing, laying, spreading & compacting graded stone aggregae to Wet Mix Macadam speciication including premixing the materials with water at OMC in mechanical Mix Plant carriage by tipper and laying uniform layers with paver etc, complete. | - | Each Cum. | 2,783.5 | - |
| 5 | Providing and applying Primer coat with bitumen emulsion on prepared surface of granualr base including clearing of road surface and spraying priemr at th rate of 0.60 Kg/Sqm using mechanical means as per clause 502 of MoSRT&H Specification for Road & Bridge works (4th Revision) | - | Each sqm. | 53.4 | - |
| 6 | Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rat oe 0.20 Kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as epr clasue 503 of MoSRT&H Specification for Road & Bridge works (4th Revision) | - | Each sqm. | 20.6 | - |
| 7 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a 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 compaction as per MoRTH specification clause No. 507 complete in all respects. complete in all respects. | - | Each Cum. | 13,322.58 | - |
| 8 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a 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 compaction as per MORTH specification clause No. 507 complete in all respects complete in all respects. | - | Each Cum. | 14,655.11 | - |
| 9 | Earthwork in ordinary soil from selected and approved borrow pit by mechanical means within a lead of 5 KM including loading and unloading from truck at worksite and bracking clods 5cm to 7cm and laying in layers to proper camber rough dressing and levelling the bed and ordinary compaction PRR etc.complete as per directiion of Engineer-in-charge. | - | Each Cum. | 572.44 | - |
| 10 | Providing and laying granular sub-base in shoulder by using Moorum of appd.quality from appd.quarry laying in layers with well watering and compacting by PRR including hire and running charges of PRR with all cost of materials and labour T&P etc.complete as directed by Engineer-in-charge.. | - | Each Cum. | 1,379.2 | - |
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