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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance AT BORIA P O KESINGA P S KESINGA DIST KALAHANDI ODISHA PIN 766012 | KESINGA | KALAHANDI | ODISHA | 766012 | -11.11% | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.9 Cr+₹3.6 L (1.26%)Admitted-Finance | -9.99% | ₹2.9 Cr+₹3.6 L (1.26%) | L2 | Admitted-Finance |
| 3 | L3₹3.5 Cr+₹64.0 L (22.2%)Admitted-Finance AT PO BHUBANESWAR LANE 4 NAYAPALLI NUASAHI WARD NO 34 DIST KHURDA ODISHA | BHUBANESWAR | KHURDA | ODISHA | +8.59% | ₹3.5 Cr+₹64.0 L (22.2%) | L3 | Admitted-Finance |
| 4 | L4₹3.6 Cr+₹68.6 L (23.7%)Admitted-Finance AT NEELANCHAL NAGAR 3RD LANE ENGINEERING SCHOOL BERHAMPUR DIST GANJAM ODISHA | BERHAMPUR | GANJAM | ODISHA | +9.99% | ₹3.6 Cr+₹68.6 L (23.7%) | L4 | Admitted-Finance |
Tender Value
₹3.3 Cr
EMD Value
₹3.3 L
Closing Date
3 Jun 2026, 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 RD road to Mundasahi road in the District of Kandhamal under MMSY for the year 2026-27
2026_CERWI_129986_1
Online Tender/03-2026-27/BPR
National Competitive Bid
Civil Works - Roads
Percentage
210 days
Phulbani
2 documents required · 2 mandatory
₹10,000
₹3.3 L
Yes
5 Sept 2026
28 May 2026
4 Jun 2026
28 May 2026
3 Jun 2026
28 May 2026
28 May 2026 - 1 Jun 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 | 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. | 10,800 | One Sqm | 8.63 | ₹93,204 |
| 2 | RETAINING WALL / TOE WALL / C.C.DRAIN
Earth work in excavation of foundation in hard soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-charge. | 2,819.74 | One Cum | 141.57 | ₹3,99,190.59 |
| 3 | Excavation in soil in Hilly area 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. | 704.94 | One Cum | 412.9 | ₹2,91,069.73 |
| 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 | 8,390.24 | One Cum | 271.82 | ₹22,80,635.04 |
| 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. | 3,190.9 | One Cum | 50.46 | ₹1,61,012.81 |
| 6 | Maintenance of Bituminous surface road. Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 25 mm thick SDBC as per clause No. 508 of MoRD and as per the direction of the Engineer in charge | 1,549.13 | One Cum | 3,051.53 | ₹47,27,216.67 |
| 7 | 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 | 2,509.58 | One Cum | 2,584.1 | ₹64,85,005.68 |
| 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) | 10,327.5 | One Sqm | 37.96 | ₹3,92,031.9 |
| 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) | 10,327.5 | One Sqm | 13.88 | ₹1,43,345.7 |
| 10 | Fine dressing &Turfing with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials, Cess etc. complete as per direction of Engineer-in-charge. | 258.19 | One Cum | 15,282.75 | ₹39,45,853.22 |
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