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Tender Value
₹4.2 Cr
EMD Value
₹4.2 L
Closing Date
14 Jul 2026, 5:00 pm
Similar tender results from the same govt authority in the past 3 years.
Chief Construction Engineer
Rural Works Circle, Rayagada
Construction of flood Resilient Road from RD Road to Mandidi under SDMF Scheme in the district of Gajapati for the year 2026 2027
2026_CERWI_133137_1
NCB-07/RWCRGDA/2026-27
National Competitive Bid
Civil Works - Roads
240 days
Mohana
2 documents required · 2 mandatory
₹10,000
₹4.2 L
Yes
25 Jun 2026
25 Jun 2026
15 Jul 2026
25 Jun 2026
14 Jul 2026
25 Jun 2026
25 Jun 2026 - 13 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | B.T. ROAD
Clearing and grubbing road land in area of light jungle including uprooting rank vagetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of tress cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including watering and cost of labour, cess & all materials etc. complete as per direction of Engineer-in-charge. | 24,040 | sqm | 8.63 | ₹2,07,465.2 | NI-2150-4752-1 |
| 2 | Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000 m as per technical specification clause 301.4 and as per direction of the Engineer-in-Charge | 15,325.5 | sqm | 6.06 | ₹92,872.53 | NI-2150-4752-2 |
| 3 | Excavation for roadway in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3 of MoRD and as per direction of Engineer-In-Charge. | 1,893.15 | cum | 74.85 | ₹1,41,702.28 | NI-2150-4752-3 |
| 4 | Earthwork in cutting in hard soil of road way withinthe initial lead and lift including rough dressing and breaking the clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth etc complete as per the direction of Engineer-in-Charge. | 8,767.75 | cum | 235.73 | ₹20,66,821.71 | NI-2150-4752-4 |
| 5 | Earthwork in cutting in stoney earth within 50m lead &1.5m initial lift including rough dressing etc complete as per the direction of Engineer-in-Charge. | 3,131.34 | cum | 367.64 | ₹11,51,205.84 | NI-2150-4752-5 |
| 6 | Earth work in excavation of in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing material with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and as per the direction of Engineer-in-charge. | 626.27 | cum | 597.57 | ₹3,74,240.16 | NI-2150-4752-6 |
| 7 | Construction of embankment with approved material obtained from borrow pits 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 and Bridge works (4th Revision) with cost of all labour, T&P and with cess, royality and as per direction of Engineer-in-charge. (Payment of earthwork will be made compacted level section) only | 7,047.49 | cum | 271.82 | ₹19,15,648.73 | NI-2150-4752-7 |
| 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 of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer in charge. | 8,951.55 | cum | 50.46 | ₹4,51,695.21 | NI-2150-4752-8 |
| 9 | Construction 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 including cost, conveyance taxes, royality, additional charges, DMF 10% & EMF 5% over royalty cess complete as per direction of the Engineer in charge. | 1,448.26 | cum | 2,278.65 | ₹33,00,077.65 | NI-2150-4752-9 |
| 10 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricadding and maintenance of diversion etc. as per Tables 400.11 & 400.12 and Technical Specification clause 406 with cost of all labour, T&P and with cess, royality, additional charges, DMF 10% & EMF 5% over royalty and as per direction of Engineer-In-Charge. | 1,896.53 | cum | 2,756.77 | ₹52,28,297.01 | NI-2150-4752-10 |
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