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Tender Value
₹2.1 Cr
EMD Value
₹2.1 L
Closing Date
3 Oct 2026, 5:30 pm
Chief Construction Engineer, R.W.Circle, BAM,
O/O Chief Construction Engineer, RWC, BAM Near Income Tax Office Ambapua-11
Construction of RD road to Jargipadar road in the District of Kandhamal under MMSY for the year 2026-27
2026_CERWI_141302_1
Online Tender/15-2026-27/BPR
National Competitive Bid
Civil Works - Roads
Percentage
180 days
Phulbani
2 documents required · 2 mandatory
₹10,000
₹2.1 L
Yes
21 Sept 2026
21 Sept 2026
5 Oct 2026
21 Sept 2026
3 Oct 2026
21 Sept 2026
21 Sept 2026 - 1 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 |
|---|---|---|---|---|---|
| 4 | 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 | 7,304.64 | One Cum | 271.82 | ₹19,85,547.24 |
| 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 of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer in charge. | 1,931.49 | One Cum | 50.46 | ₹97,462.99 |
| 6 | 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. | 975.38 | One Cum | 2,832.38 | ₹27,62,646.8 |
| 8 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD for low porosity surface. and as per direction of Engineer-In-Charge. (By Mechanical Mean) | 6,502.5 | One Sqm | 37.96 | ₹2,46,834.9 |
| 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD. and as per direction of Engineer-In-Charge. (By Mechanical Mean) | 6,502.5 | One Sqm | 13.88 | ₹90,254.7 |
| 12 | C.C.ROAD
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. | 86.07 | One Cum | 2,832.38 | ₹2,43,782.95 |
| 14 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, primer, sealant, near approaches to bridge/culvert or at any approved portion of road and construction joints, admixtures as approved, curing of concrete slabs for 14-days as per MoRD including cost, conveyance, royality, additional charges, DMF 10% & EMF 5% over royalty Cess, taxes & technical specification Clause 1501
and as per direction of Engineer-in-Charge. | 206.55 | One Cum | 6,980.77 | ₹14,41,878.04 |
| 16 | Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, additional charges, DMF 10% & EMF 5% over royalty Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. | - | One Cum | 686.39 | - |
| 17Providing Plain Cement concrete M-15 in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, additional charges, DMF 10% & EMF 5% over royalty taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer-in-charge | |||||
| 17.1 | In Foundation | - | One Cum | 5,805.24 | - |
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