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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.4 CrAdmitted-Finance | -14.99% | ₹8.4 Cr | L1 | Admitted-Finance |
| 2 | L1₹8.4 CrAdmitted-Finance | -14.99% | ₹8.4 Cr | L1 | Admitted-Finance |
| 3 | Rejected-Technical GROUND FLOOR SURAJ APPARTMENT STATION ROAD PARMANANDPUR PO BHAWANIPATNA DIST KALAHANDI ODISHA 766001 | BHAWANIPATNA | KALAHANDI | ODISHA | 766001 | - | - | - | Rejected-Technical DISQUALIFIED |
| 4 | Rejected-Technical AT BRAHMANIGAON DIST KEONJHAR PIN 758001 | KEONJHAR | KEONJHAR | ODISHA | 758001 | - | - | - | Rejected-Technical DISQUALIFIED |
Tender Value
₹9.9 Cr
EMD Value
₹9.9 L
Closing Date
20 Nov 2025, 5:30 pmClosed
Chief Construction Engineer, R.W.Circle, BAM,
O/O Chief Construction Engineer, RWC, BAM Near Income Tax Office Ambapua-11
Construction of road from NH-326 to Nakatiri via Kaliburai road under MMSY-CMRL in the District of Ganjam for the year 2025-26.
2025_CERWI_121220_7
Online Tender/32-2025-26/BPR
National Competitive Bid
Civil Works - Roads
Percentage
300 days
Ganjam
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹9.9 L
Yes
18 Aug 2026
13 Nov 2025
21 Nov 2025
13 Nov 2025
20 Nov 2025
13 Nov 2025
13 Nov 2025 - 18 Nov 2025
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 | 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. | 30,300 | One Sqm | 8.44 | ₹2,55,732 |
| 2 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-1 & 300-2 for embankment construction.as per technical specification clause 301.4. and as pr the direction of the Engineer in charge | - | One Cum | 25.79 | - |
| 3 | Excavation in soil in Hilly area in oridinary rock by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 and as per the direction of the Engineer in charge. | 12,482.13 | One Cum | 155.86 | ₹19,45,464.78 |
| 4 | Excavation for roadway in hard rock (blasting prohibited) by Mechanical Means with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections by mechanical means as per Technical Specification Clause 302.3.5 and as per the direction of the Engineer in charge. | 8,915.81 | One Cum | 420.99 | ₹37,53,466.85 |
| 5 | 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. | 14,265.3 | One Cum | 74.79 | ₹10,66,901.79 |
| 6 | 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 | 30,984.66 | One Cum | 201 | ₹62,27,916.66 |
| 7 | 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. | 12,971.24 | One Cum | 50.4 | ₹6,53,750.5 |
| 8Providing, laying, spreading and compacting stone aggregates of 63mm to 45mm size (Gr-II) / 53mm to 22.4mm size (Gr-III) WBM specification (75mm compacted thickness) as follows including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials of moorum or gravel with sand admixture to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour, T&P and cost, conveyance royality, DMF (10% of royalty), EMF (5% of royalty), additional charges, Cess & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge. | |||||
| 8.1 | WBM Gr-II | 1,738.47 | One Cum | 3,216.28 | ₹55,91,406.29 |
| 8.2 | WBM Gr-III | 1,738.47 | One Cum | 3,327.71 | ₹57,85,124 |
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