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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.8 LAccepted-Finance AT PO TALAB PS SASON DIST SAMBALPUR PIN 768200 | SAMBALPUR | ODISHA | 768200 | L1 | Accepted-Finance Accept | |
| 2 | L1₹16.8 LAccepted-Finance | L1 | Accepted-Finance Accept | |
| 3 | L1₹16.8 LAccepted-Finance | L1 | Accepted-Finance Accept | |
| 4 | L1₹16.8 LAccepted-Finance AT SALOHI PO KESAIBAHAL P S BAMARA DIST SAMBALPUR 768228 ODISHA | SUNDARGARH | ODISHA | 768228 | L1 | Accepted-Finance Accept | |
| 5 | L1₹16.8 LAccepted-Finance | L1 | Accepted-Finance Accept |
Tender Value
₹16.8 L
EMD Value
₹16,804
Closing Date
18 Sept 2026, 5:00 pmClosed
Superintending Engineer
O/o the Superintending Engineer, Rural Works Division, Kuchinda
Construction of Approach Road for R.W. Sub-Division office at Jamankira for the year 2026-27.
2026_CERWI_140259_1
Online Tender 08 RWD Kuchinda 2026-27
Open Tender
Civil Works - Buildings
Percentage
120 days
Kuchinda
2 documents required · 2 mandatory
₹6,000
₹16,804
Yes
23 Sept 2026
5 Sept 2026
19 Sept 2026
5 Sept 2026
18 Sept 2026
5 Sept 2026
5 Sept 2026 - 17 Sept 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 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. | 301.5 | cum | 5.96 | ₹1,796.94 |
| 2 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision) | 84.67 | cum | 2,710.86 | ₹2,29,528.52 |
| 3 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision). | 532.5 | sqm | 88.74 | ₹47,254.05 |
| 4 | 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) | 532.5 | sqm | 22.44 | ₹11,949.3 |
| 5 | Providing 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 hydrostatic paver finisher with sensor control 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) | 13.31 | sqm | 14,393.79 | ₹1,91,581.34 |
| 6 | Providing & spreading moorum and consolidation with HRR including watering but excluding cost and conveyance of moorum | 34 | sqm | 679.02 | ₹23,086.68 |
| 7 | Providing and erecting direction and place identification sign as per IRC 67 made of High Intensity grade sheeting vide clause 801.3, fixed over Aluminioum sheeting 2mm thick supported on stainless steel post 75mm dia, 2nos firmly fixed to the ground by means of properly designed foundation with C.C (1:2:4) cement concrete 45cm x45cmx 60cm, 60cm below ground level as per drawing including cost of writting etc. complete as per the direction of EIC. | 1.08 | sqm | 22,277.92 | ₹24,060.15 |
| 8 | Earth work excavation of foundation in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and levelling the bed and depositing the excaveted earth away from site and as per the direction of the Engineer-in-charge. | 183.5 | cum | 282.88 | ₹51,908.48 |
| 9 | Filling in foundatin and plinth with sand watered and rammed including cost, conveyance, cost of materials, T&P, royality etc complete as per direction of the Engineer-In-charge. | 47.77 | cum | 1,104.65 | ₹52,769.13 |
| 10 | Cement concrete (1:3:6)with 4cm size hard granite metal including cost of all materials, labour T&P etc. required for the work etc. complete as per direction of the Engineer-in-charge. | 63.84 | cum | 6,334.03 | ₹4,04,364.48 |
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