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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance | +0.00% | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.8 CrAdmitted-Finance | +0.00% | ₹1.8 Cr | L1 | Admitted-Finance |
| 3 | L1₹1.8 CrAdmitted-Finance AT KUMARI PO JARAKA PS JARAKA DIST JAJPUR PIN 755050 | JARAKA | JAJPUR | ODISHA | 755050 | +0.00% | ₹1.8 Cr | L1 | Admitted-Finance |
Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
Closing Date
4 Apr 2026, 5:00 pmClosed
Chief Construction Engineer,R.W Circle KPD-JJP
O/o CCE,R.W Circle,Kendrapara-Jajpur
Construction of road works
2026_CERWI_127533_1
Tender Online RCK-04/26
National Competitive Bid
Civil Works - Roads
180 days
Jajpur
Please refer tender documents
2 documents required · 2 mandatory
₹10,000
₹1.8 L
Yes
8 May 2026
23 Mar 2026
6 Apr 2026
23 Mar 2026
4 Apr 2026
23 Mar 2026
23 Mar 2026 - 4 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified materials with in all lifts and lead upto 1000 metres etc complete.
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified materials with in all lifts and lead upto 1000 metres etc complete. | - | sqm | - | - | NI-34-11550-1 | |
Re-working of scarified bituminous surface suitable after supplementing base materials with sand & compacting finished surface as per Technical Specification & as per Clause - 601.8.3.2 of MoSRT&H Specifications for road & Bridge works (Latest Revision) | - | sqm | - | - | NI-34-11550-2 | |
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per sepification and direction of Engineer-in-charge. | - | sqm | - | - | NI-34-11550-3 | |
Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202
Removing Pipe | - | rm | - | - | NI-34-11550-4 | |
Cement Mortar | - | cum | - | - | NI-34-11550-5 | |
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 . | - | cum | - | - | NI-34-11550-6 | |
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MOSRT&H specifications for Road & Bridges work (4th Revision). | - | cum | - | - | NI-34-11550-7 | |
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the emb. (DATA BOOK , P-52/301/3.6) As per MoRTH. | - | cum | - | - | NI-34-11550-8 | |
Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge. | - | sqm | - | - | NI-34-11550-9 | |
Construction of granular sub-base by providing close grade Granular Sub-base grading-III material as per table-100-1, 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 & Bridges work (4th Revision) and direction of the Engineer in Charge . | - | cum | - | - | NI-34-11550-10 |
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