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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.8 LAccepted-Finance | L1 | Accepted-Finance Accept | |
| 2 | L2₹71.3 L+₹1.5 L (2.12%)Accepted-Finance GUNDIAPALI PO BARGHAT PS REAMAL DIST DEOGARH PIN 768121 | DEOGARH | ODISHA | 768121 | L2 | Accepted-Finance Accept | |
| 3 | L3₹75.2 L+₹5.4 L (7.75%)Rejected-Finance AT MAHAPATRABALANDA PO MAHAPATRABALANDA PS MAHULPALI DIST SAMBALPUR PIN 768228 | SAMBALPUR | ODISHA | 768228 | L3 | Rejected-Finance Reject |
Tender Value
₹89.7 L
EMD Value
₹89,720
Closing Date
5 Feb 2026, 5:00 pmClosed
Superintending Engineer
O/o the Superintending Engineer, Rural Works Division, Kuchinda
S/R to Road from RD Road to Sudhabalanda Road in the District of Sambalpur for the year 2025-26.
2026_CERWI_125241_1
Online Tender-16 RWD Kuchinda 2025-26
Open Tender
Civil Works - Roads
Percentage
60 days
Kuchinda
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹89,720
Yes
17 Feb 2026
30 Jan 2026
6 Feb 2026
30 Jan 2026
5 Feb 2026
30 Jan 2026
30 Jan 2026 - 4 Feb 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 upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness etc. complete as per specification and direction of the Engineering in charge. | - | Sqm | 1 | - |
| 2 | Earth work in all kinds of soil with 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and compaction with PRR including hire and running charges of PRR etc. complete as per specification and direction of the Engineer-in-charge. | 1 | cum | - | - |
| 3Scaryfying the exixting bituminious road surface to a depth of 50 mm and disposed of scarified materials with in all lifts lead upto 1000 meters etc. complete as per direction of Engineer in charge | |||||
| 4Providing, laying, spreading and compacting graded stone agregate to wet mix macadam specification including premixing the materials with water at OMC in mechanical mix plant, carriage of mixed materials by tipper to site, laying in uniform thickness with paver in sub base/ base course on the prepared surface and compacting with vibratory roller to achieve the desired compaction as per Clause 406 of MoSRT&H Specifications for Road & Bridge works. | |||||
| 5Cleaning exsting Granular Surface including removal of foreign materials with wire brushes and smal picks, sweeping with brooms or soft brushes and finally dustong with old gunny bags and / or compressed air to receive bituminous treatment etc. complete as per direction of the Engineer in Charge. | |||||
| 6Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment | |||||
| 7 | Labour for applying primmer coat with Bitumen Emulsion ( SS-1 ) with all cost conveyance ,labour T&P 4.0kg of bitumen per 10sqm etc. complete. | - | Sqm | 1 | - |
| 8Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Brid | |||||
| 9Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a Paver finisher mechanical to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) | |||||
| 10 | Conveying from stacks and spreading moorum on road surface to proper thickness and camber for topping including cost and carriage of materials etc.complete as per direction of Engineer in charge | 1 | Cum | - | - |
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