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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹3.9 Cr
EMD Value
₹3.9 L
Closing Date
29 Oct 2026, 5:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Chief Engineer, R.W. Circle, Kendujhar
O/o C.C.E., R.W. Circle, Kendujhar
Construction of PWD Road to Jamiridihi via Kaliapal Road under MMSY-TRIP in the District of Keonjhar for the year 2025-26.
2026_CERWI_143685_1
NCB-21/RWCKJR/2026-27
National Competitive Bid
Civil Works - Roads
Percentage
270 days
Kendujhar
4 documents required · 4 mandatory
₹10,000
₹3.9 L
Yes
15 Oct 2026
15 Oct 2026
30 Oct 2026
15 Oct 2026
29 Oct 2026
15 Oct 2026
15 Oct 2026 - 28 Oct 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 wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 but excluding the charges of GST etc. complete & as per direction of the Engineer-in-Charge. | 12,144 | sqm | 8.63 | ₹1,04,802.72 |
| 2 | Dismetalling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviciaable and unserviceable materials separately. | 45 | cum | 877.16 | ₹39,472.2 |
| 3 | 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. | 13,898.12 | cum | 271.82 | ₹37,77,786.98 |
| 4 | 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 | 27.6 | cum | 74.85 | ₹2,065.86 |
| 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 (excluding cost of excavation and transportation to site). | 904.74 | cum | 50.46 | ₹45,653.18 |
| 6 | Excavation in ordinary rock using Hydraulic Excavator of 0.9 cum bucket capacity including cutting and loading in tippers,transporting to embankment site with a lift upto 1000m,trimming bottom and side slopes in accordance with requirements of lines,grades and cross-section as per Techinal Specification clause 302.3.5. | 11,734.09 | cum | 86.12 | ₹10,10,539.83 |
| 7 | Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered. | 617.58 | cum | 629.51 | ₹3,88,772.79 |
| 8 | Construction of granular sub-base (Grading III) by providing Moorum & sand spreading in uniform layers with grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per MORD Technical Specification Clause 401 as per direction of Engineer-in-Charge | 2,902.89 | cum | 1,109.53 | ₹32,20,843.54 |
| 9 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including pre mixing 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). | 1,798.16 | cum | 2,926.58 | ₹52,62,459.09 |
| 10 | Construction of Un-reinforced,plain cement concrete pavement M-30 grade over a prepared sub base with 43 grade using brande cement @ 350 kg per cum,coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, spread, compacted finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, finishing to lines and grages as per drawing and as per Clause 602 of MoSRT&H specifications for Road & Bridge Works and as per as per specification & direction of the Engineer-in-Charge. | 233.17 | cum | 7,694.23 | ₹17,94,063.61 |
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