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Tender Value
₹3.9 Cr
EMD Value
₹3.9 L
Closing Date
8 Jun 2026, 5:00 pm3d left
Chief Construction Engineer,R.W Circle,KPD-JJP
O/o CCE,Rural Works Circle,KPD-JJP
Construction of Flood Resilient road from Binjharpur to Kayana road under SDMF in the District of Jajpur for the year 2025-26
2026_CERWI_130229_1
Tender Online RCK-09/26
National Competitive Bid
Civil Works - Roads
270 days
Jajpur
Please refer tender documents
2 documents required · 2 mandatory
₹10,000
₹3.9 L
Yes
30 May 2026
30 May 2026
9 Jun 2026
30 May 2026
8 Jun 2026
30 May 2026
30 May 2026 - 8 Jun 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 |
|---|---|---|---|---|---|---|
| 1 | Clearing grass and removal of rubbish up to a distance of 50 mtr outside the periphery of the area 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 specification and as per the direction of Engineer in charge. | 15,120 | sqm | 8.63 | ₹1,30,485.6 | NI-34-11994-1 |
| 2 | Dismantling of Cement Concrete Grade M-15 & M20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres | 108 | cum | 877.16 | ₹94,733.28 | NI-34-11994-2 |
| 3 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Upto 600mm dia | 7.5 | rm | 297.81 | ₹2,233.58 | NI-34-11994-3 |
| 4 | Scarifying the existing bituminus road surface to a depth of 50m and disposal of scarified material within all lifts and lead upto 1000mt. and as per the direction of Engineer-in-charge. | 6,048 | sqm | 6.06 | ₹36,650.88 | NI-34-11994-4 |
| 5 | Reworking the scarified bituminus surface suitably after supplementing the base materials with stone screened dust compacting finished surface as per Clause No 501.8.3.2 of Mort &H specification for raod & Bridge works (4th Revision) and as per the direction of Engineer in charge. | 7,560 | sqm | 14.98 | ₹1,13,248.8 | NI-34-11994-5 |
| 6 | 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 embankment location within all lifts and lead upto 1000m complete and as per specification and as per the direction of Engineer in charge. | 512.33 | cum | 74.85 | ₹38,347.9 | NI-34-11994-6 |
| 7 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual 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 & Bridge works (4th Revision)and as per the direction of engineer in charge. | 17,449.07 | cum | 271.82 | ₹47,43,006.21 | NI-34-11994-7 |
| 8 | 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). | 1,182.18 | cum | 50.46 | ₹59,652.8 | NI-34-11994-8 |
| 9 | Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge. | 639 | cum | 1,590.65 | ₹10,16,425.35 | NI-34-11994-9 |
| 10 | Providing & laying Granular Sub-Base in layers not exceding 225 mm watering and compacting to required density in O.M.C with Vibratory Roller including hire and running charges of VRR etc complete., as per clause 401 of MoSRT&H Specification for Road & Bridge works (4 th Revision) | 129.6 | cum | 1,391.07 | ₹1,80,282.67 | NI-34-11994-10 |
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