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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹54.1 LAdmitted-Fee/PreQual/Technical/Finance HARIHAR SINGH ROAD MANDA BAGICHA MORABADI DIST RANCHI 834008 | RANCHI | JHARKHAND | 834008 | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹56.8 L+₹2.7 L (5.04%)Admitted-Fee/PreQual/Technical/Finance THANA TOLI LOHARDAGA | LOHARDAGA | LOHARDAGA | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹59.4 L+₹5.3 L (9.76%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹60.0 L+₹5.9 L (10.9%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | ||
| 5 | L4₹60.0 L+₹5.9 L (10.9%)Admitted-Fee/PreQual/Technical/Finance AT PO SAHID CHOWK TANDWA DISTT CHATRA JHARKHAND 825321 | CHATRA | JHARKHAND | 825321 | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹60.0 L
EMD Value
₹1.2 L
Closing Date
25 Jul 2026, 12:30 pmClosed
EXECUTIVE ENGINEER RCD ROAD DIVISION LOHARDAGA
EXECUTIVE ENGINEER RCD ROAD DIVISION LOHARDAGA
Special Repair work of Circuit House Lohardaga to BS College Road at 2.0 km. via Budhu Bhagat Chowrk to Nadia School Road Lohardaga
2026_CECOM_116161_1
RCD/LOHARDAGA/390/2026-27
Open Tender
Civil Works
Percentage
90 days
Circuit House Lohardaga to BS College Road at 2.0
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.2 L
27 Jul 2026
15 Jul 2026
27 Jul 2026
15 Jul 2026
25 Jul 2026
15 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 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately. | 1 | Cum | 442.6 | ₹442.16 |
| 2 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m , Compacting original ground ( including watering, rolling & compaction ). | - | Cum | 62.4 | - |
| 3 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. As per MORT&H specification 401 (5th revision) and direction of E/I. Type - "A" Drainage layer | - | Cum | 1,779.43 | - |
| 4 | 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. | - | Cum | 2,057.03 | - |
| 5 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | - | Sqm | 81.73 | - |
| 6 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | - | Sqm | 16.11 | - |
| 7 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects. | - | Cum | 9,916.73 | - |
| 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 surface cleaned with mechanical broom. | - | Sqm | 13.01 | - |
| 9 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | - | Sqm | 19.21 | - |
| 10 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. | 1 | Cum | 11,388.87 | ₹11,377.48 |
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