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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.2 LAdmitted-Fee/PreQual/Technical/Finance | -28.66% | ₹24.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹26.1 L+₹1.9 L (7.92%)Admitted-Fee/PreQual/Technical/Finance ITAMATI NAYAGARH NAYAGARH | NAYAGARH | ODISHA | 752024 | -23.01% | ₹26.1 L+₹1.9 L (7.92%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹28.1 L+₹4.0 L (16.3%)Admitted-Fee/PreQual/Technical/Finance ITAMATI NAYAGARH NAYAGARH | NAYAGARH | ODISHA | 752024 | -17.00% | ₹28.1 L+₹4.0 L (16.3%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹33.9 L
EMD Value
₹34,000
Closing Date
29 Jul 2026, 5:30 pmClosed
Superintending Engineer RWD, PLB
O/o the Superintending Engineer Rural Works Division, Phulbani
S/R to Bridge over River Salki onTeraguda to Nuaripadar_Road for the year 2026-27
2026_CERWI_136545_1
Online Tender/02/SERWD-PLB/2026-27
Open Tender
Civil Works - Roads
Percentage
60 days
Phulbani
2 documents required · 2 mandatory
₹6,000
₹34,000
Yes
31 Jul 2026
20 Jul 2026
30 Jul 2026
20 Jul 2026
29 Jul 2026
20 Jul 2026
20 Jul 2026 - 28 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 |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of 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 MORD technical specification cluase 201.1. & direction of Engineer-in-charge (by manual means). | 5,100 | sqm | 8.63 | ₹44,013 |
| 2 | Construction of embankment with approved material obtained from borrow pits with all leads and lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 by mechanical means as per Technical Specification Clause 301.5 and as per the direction of the Engineer in charge. | 900 | Cum | 203.91 | ₹1,83,519 |
| 3 | Providing,laying,spreading and compacteing graded stone aggregate to wet mix macadam specification including premixing 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 sub-base/base couece on well prepared surface and compacting with vibratory roller to achieve the desirde density.with cost, conveyance, royality DMF, EMF & Additional royalty including cost of all labour,T &P and cess required for the work complete in all respects as per direction of the Engineer-In-Charge. | 13.45 | Cum | 3,780.09 | ₹50,842.21 |
| 4 | 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 0.70-1.0 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. | 179.33 | sqm | 53.94 | ₹9,673.06 |
| 5Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 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. | |||||
| 5.01 | Over Granular Base | 179.33 | sqm | 27 | ₹4,841.91 |
| 5.02 | Over BT Surface | 7,638.67 | sqm | 18.82 | ₹1,43,759.77 |
| 7 | Providing Surface dressing with 12 Kg penetration grdae of bitumen and 0.15 cum of 19mm nominal size chips per sqm and rolling with PRR including hire and running charges of PRR but excluding cost and conveyance of chips. | 390 | sqm | 183.24 | ₹71,463.6 |
| 8 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects | 195.45 | Cum | 14,742.48 | ₹28,81,417.72 |
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