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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.3 LAccepted-AOC AT PO BARIDA PS BLOCK POLASARA DIST GANJAM ODISHA PIN 761104 | BARIDA | GANJAM | ODISHA | 761104 | ₹35.3 L | L1 | Accepted-AOC selected through transparent lottery |
| 2 | Rejected-Technical | - | - | Rejected-Technical ok |
| 3 | Rejected-Technical | - | - | Rejected-Technical ok |
| 4 | Rejected-Technical | - | - | Rejected-Technical ok |
| 5 | Rejected-Technical | - | - | Rejected-Technical ok |
Tender Value
₹35.3 L
EMD Value
₹35,290
Closing Date
6 Jul 2026, 5:00 pmClosed
Divisional Officer
RURAL WORKS DIVISION, SAMBALPUR
PWD road to Tentelkurla_Road_Renewal coat SDBC,Bush cutting, raincut,signages0.000 to 2.290
2026_CERWI_133247_1
TENDER ONLINE SBPR-02 OF 2026-27
Open Tender
Civil Works - Roads
Percentage
30 days
Sambalpur
2 documents required · 2 mandatory
₹6,000
₹35,290
Yes
17 Sept 2026
25 Jun 2026
7 Jul 2026
25 Jun 2026
6 Jul 2026
25 Jun 2026
25 Jun 2026 - 4 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 grass and removal of rubbish up to a distance of 50m girth outside the periphery of the area etc complete asper direction of Engineer in charge. | 6,300 | sqm | 2.86 | ₹18,018 |
| 2 | Flank dressing to proper grade & camber on both side berms including T&P materials etc. complete as per direction of the Engineer in charge. | 340.5 | sqm | 7.07 | ₹2,407.34 |
| 3 | Earth work in hard soil within 50m initial lead and 1.50m initial lift including rough dressing and breaking clods to maximum 5cm. To 7cm and layingin layers not exceeding 0.3m in depth etc complete. | 33 | cum | 271.08 | ₹8,945.64 |
| 4 | Filling foundation and plinth with sand well watered and rammed including cost, carriage and royalty of sand etc.complete as per specifications and direction of the Engineer-in-charge. | 10 | cum | 1,214.58 | ₹12,145.8 |
| 5 | Providing plain cement concrete with CC (1:2:4) using 12mm size h.g. chips of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting including wtering curing cost conveyance royalities and taxes of all materials cost of all labour with cost of allT&P required for the work etc complete. | 28.5 | cum | 7,780.41 | ₹2,21,741.69 |
| 6 | Providing and laying of interlocking cement concrete paver block pavements (M40) having thickness 80mm as per drawing and technical specification clause 1504 etc complete asper direction of Engineer in charge. | 937.5 | sqm | 965.67 | ₹9,05,315.63 |
| 7 | Clearing existing black topped surface including removal of foreign materials with wire brushes and small picks, seeeping with brooms or soft brushes and finally dustong with old gunny bags and / or compressed air to receive bituminous treatment etc complete asper direction of Engineer charge. | 3,904.5 | sqm | 5.59 | ₹21,826.16 |
| 8 | Providing 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 & Bridge works (4th Revision) | 3,904.5 | sqm | 18.93 | ₹73,912.19 |
| 9 | Providing and laying bituminous macadam with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder rof 60/70 penetration grade of bitumen transported to site laid over a previously prepared surface with a hydrostic paver finisher with sensor crontrol to the requried grade level and alignment and rollling with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as epr clause 504 of MOSRT &H specificationf or road and bridge work (4th revisione tc complete asper direction of the Engineer in chage. | 67.95 | cum | 11,001.87 | ₹7,47,577.07 |
| 10 | Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of apecified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site laying with a hydrostic pave finisher with sensor control to the required grade level and aligjment rolling with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 of MOSRT&H specificationf or road and bridge works (4th revision) etc complete as per specification and direction of Engineer in charge. | 97.61 | cum | 14,065.66 | ₹13,72,949.07 |
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