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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 CrAccepted-AOC AT KOLHASINGHA P O SIHA P S BADACHANA DIST JAJPUR 755044 | JAJPUR | JAJPUR | ODISHA | 755044 | ₹9.3 Cr Quoted ₹7.9 Cr | L1 | Accepted-AOC The work was awarded to Sri Aurobindo Mohanty vide Agmt No 506 P1 of 2025-26 |
| 2 | L1₹7.9 CrRejected-Finance AT KALIDASPUR PO BALIMED PS NAIKANIDIHI DIST BHADRAK PIN 756131 | BHADRAK | ODISHA | 756131 | ₹7.9 Cr | L1 | Rejected-Finance Loser in the Lottery |
| 3 | L1₹7.9 CrRejected-Finance | ₹7.9 Cr | L1 | Rejected-Finance Loser in the Lottery |
| 4 | L1₹7.9 CrRejected-Finance AT BARIMAL PO HATIBARI PS SUKINDA DIST JAJPUR PIN 755018 | JAJAPUR | ODISHA | 755018 | ₹7.9 Cr | L1 | Rejected-Finance Loser in the Lottery |
| 5 | L1₹7.9 CrRejected-Finance | ₹7.9 Cr | L1 | Rejected-Finance Loser in the Lottery |
Tender Value
₹9.2 Cr
EMD Value
₹9.2 L
Closing Date
24 Jul 2025, 5:00 pmClosed
Chief Engineer and BM, MKS
Chief Engineer and BM, MKS, O/o EIC, Water Resources, Secha Sadan, Bhubaneswar
Earthwork, Road Work and Stone Work
2025_CELBB_115250_1
e Procurement Notice No.CEMKS 05 of 2025-26
National Competitive Bid
Civil Works - Others
Percentage
365 days
The site is located on Bhargavi Right Embankment
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹9.2 L
Yes
10 Apr 2026
9 Jul 2025
25 Jul 2025
9 Jul 2025
24 Jul 2025
9 Jul 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 | Clearing and grubbing road land including uprooting rank vegetation grass, bushes, shrubs, saplings and trees girth up to 300mm, 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 150mm in thickness, complete as per the direction of the Engineer-in-Charge. | 50,000 | One Sqm | 8.5 | ₹4,25,000 |
| 2 | Earth work in excavation in all kinds of approved soil from approved borrow area by mechanical means with all leads, lifts and delifts including loading into the transportation vehicles and unloading from transported vehicles and depositing the same on properly prepared and scientifically approved surface including rough dressing and breaking the clods to maximum 5cm. to 7cm. laying in layers not exceeding 22.50cm including removal of roots, shrub jungles, bushes and all foreign debries from the earth and benching the old embankment, sectioning, watering and compaction with all type of compacting equipment under OMC conditions to attain minimum proctor dry density of 95.00% for all heights of banks and slopes with required quality control test including construction, maintenance, watering and lighting of haul roads and borrow area including mobilization and demobilization of men and machineries and all articles and incidental charges required for the completion of work, complete in all respect including cost of royalty with labour cess as per approved drawing, specification and direction of the Engineer-in-Charge. (Measurement shall be taken on finished compacted section .Borrow area is to be arranged by the agency at his cost and responsibility) | 1,24,849.5 | One Cum | 271.4 | ₹3,38,84,154.3 |
| 3 | Construction of granular sub-base by providing close graded granular sub-base Grading-III material as per table 400-I, 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 complete as per Clause 401 of MoSRT&H Specification for Road & Bridge works (4th Revision),with all leads , lifts and delifts including cost ,conveyance, royalty of all materials etc. including labours and hire charges of T&P materials required for the work, hire and running charges of machineries and quality control test including all incidental charges with labour cess complete as per specification and direction of the Engineer-in-Charge. | 3,750 | One Cum | 2,429.2 | ₹91,09,500 |
| 4 | Providing and laying , spreading and compacting stone aggregates with IRC grade - II material ( 63 mm to 45 mm ) to WBM specification including spreading in uniform thickness , hand packing , rolling with 3 wheeled steel roller 8-10 tones in stages to proper grade and camber , applying and brooming using stone screened dust as binding materials to fill up the interstices of course aggregates , watering and compacting to the required density as per clause 404 of MOSRT & H specifications for road & Bridge works (4 the Revision)with all leads , lifts and delifts including cost ,conveyance, royalty of all materials etc. including labours and hire charges of T&P materials required for the work, hire and running charges of machineries and quality control test including all incidental charges with labour cess complete as per specification and direction of the Engineer-in-Charge. | 1,406.25 | One Cum | 3,647.1 | ₹51,28,734.38 |
| 5 | Providing and laying , spreading and compacting stone aggregates with IRC grade - III material ( 53 mm to 22.4 mm ) to WBM specification including spreading in uniform thickness , hand packing , rolling with 3 wheeled steel roller 8-10 tones in stages to proper grade and camber , applying and brooming using stone screened dust as binding materials to fill up the interstices of course aggregates , watering and compacting to the required density as per clause 404 of MOSRT & H specifications for road & Bridge works (4 the Revision)with all leads , lifts and delifts including cost ,conveyance, royalty of all materials etc. including labours and hire charges of T&P materials required for the work, hire and running charges of machineries and quality control test including all incidental charges with labour cess complete as per specification and direction of the Engineer-in-Charge. | 1,406.25 | One Cum | 3,726 | ₹52,39,687.5 |
| 6 | Collecting & supplying good quality laterite moorum from approved quarry and stacking at work site in regular box heap size (1.50mx1.50mx0.50m) to be measured as 1.0cum and spreading the same on the top of the metalled surface not exceeding 100mm thick including watering & consolidation with PRR to the required density in OMC with all leads, lifts and delifts including cost, conveyance, royalty, cess etc. including hire and running charges of machineries etc. complete as per specification and direction of the Engineer-in-Charge | 937.5 | One Cum | 1,853.3 | ₹17,37,468.75 |
| 7 | Collecting & supplying good quality laterite moorum from approved quarry and stacking at work site in regular box heap size (1.50mx1.50mx0.50m) to be measured as 1.0cum and spreading the same on the top of the metalled surface not exceeding 100mm thick with all leads, lifts and delifts including cost, conveyance, royalty, cess etc. including hire and running charges of machineries etc. complete as per specification and direction of the Engineer-in-Charge | 1,500 | One Cum | 1,841.8 | ₹27,62,700 |
| 8 | Fine dressing and turfing to the slopes of the embankment with compacted dub grass with initial lead of 50m and 1.5m initial lift including watering till its survival and satisfactory growth of green grass etc. complete as per direction of Engineer-in-charge. | 81,064.5 | One Sqm | 15.8 | ₹12,80,819.1 |
| 9 | Rough stone dry packing in aprons and revetment with hard granite stone of 15 cm to 30 cm size and filling the interstices with small stones including cost, carrige, royalty and all other taxes of materials to the site of work etc, complete as per the direction of Engineer-in-Charge. | 1,312.4 | One Cum | 2,495.8 | ₹32,75,487.92 |
| 10 | Providing stone riprap to the slopes of earth dam and dyke with quarried and blasted granite stone boulder of size 0.30m and above including dumping on slopes including filling interstices with small stones and wedges and packing surface to line and levels including fixing wave breakers complete with all leads and lifts including cost carraige and royalty of materials to the site of work as direction by the Engineer-in-charge. (No deduction towards voids in finished section) (Per cum) | 11,722.57 | One Cum | 2,104.1 | ₹2,46,65,459.54 |
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