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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 CrAccepted-AOC CHAS ROAD JAINA MORE JARIDIH BOKARO JHARKHAND | BOKARO | JHARKHAND | 825102 | ₹8.9 Cr Quoted ₹9.0 Cr | L1 | Accepted-AOC L1 Letter No. 2084(S)WE Date-19.05.2026 |
| 2 | L2₹9.2 Cr+₹21.7 L (2.43%)Rejected-Finance | ₹9.2 Cr+₹21.7 L (2.43%) | L2 | Rejected-Finance L2 Letter No. 2084(S)WE Date-19.05.2026 |
| 3 | Rejected-Technical BALIAPUR DHANBAD | DHANBAD | JHARKHAND | 818142 | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical DOBHI GAYA BIHAR | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | M/S AJAY SINGH L1 | H N CHOUDHARY CONSTRUCTION PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land. (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, 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 150 mm in thickness.) By Manual Means :- In area of light jungle | 0.72 | HECT | 88,499.5 ₹63,719.64 Lowest | 88,500 ₹63,720 |
| 2.00 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. By Mechanical Means. Bituminous course | 88.16 | M3 | 234 ₹20,629.44 Lowest | 234 ₹20,629.44 Lowest |
| 3.00 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. By Mechanical Means. Granular courses | 247.95 | M3 | 42 ₹10,413.9 Lowest | 42 ₹10,413.9 Lowest |
| 4.00 | Wet Mix Macadam (Plant Mix Method) : 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 1,051.31 | M3 | 2,500 ₹26,28,270 Lowest | 2,500 ₹26,28,270 Lowest |
| 5.00 | Prime Coat over WMM/WBM : 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. | 4,672.48 | M2 | 87 ₹4,06,505.76 Lowest | 90 ₹4,20,523.2 |
| 6.00 | Tack Coat on Granular surfaces treated with primer : 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. | 4,672.48 | M2 | 17 ₹79,432.16 Lowest | 18.5 ₹86,440.88 |
| 7.00 | Dense graded Bituminous Macadam Grading-II With VG-30 Bulk Bitumen : 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 with VG-30 Bulk Bitumen. | 3,548.01 | M3 | 9,850 ₹3,49,47,918.2 Lowest | 10,000 ₹3,54,80,120 |
| 8.00 | Bituminous concrete Grading- II With VG-30 Bulk Bitumen : 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 with VG-30 Bulk Bitumen. | 2,487.9 | M3 | 10,600 ₹2,63,71,761.2 Lowest | 10,900 ₹2,71,18,131.8 |
| 9.00 | Tack Coat on Bituminous surfaces : 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. | 1,49,217.84 | M2 | 16 ₹23,87,485.44 Lowest | 19 ₹28,35,138.96 |
| 10.00 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) | 3,382 | M2 | 590 ₹19,95,380 Lowest | 590 ₹19,95,380 Lowest |
Tender Value
₹8.5 Cr
EMD Value
₹8.5 L
Closing Date
31 Jan 2026, 12:00 pmClosed
Executive Engineer, RCD, Road Division, Bokaro
Executive Engineer, RCD, Road Division, Bokaro
IRQP work of Barmasia - Huthupather- Adrakudi - Mirdha (N.H-32) Road (Total Length 15.41 km) under Road Division, Bokaro for the year 2025-26
2026_CECOM_108765_1
RCD/ BOKARO/ 1819/F.Y. 2025-26
Open Tender
Civil Works
Item Rate
120 days
Barmasia - Huthupather- Adrakudi - Mirdha road
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹8.5 L
3 Sept 2026
10 Jan 2026
2 Feb 2026
10 Jan 2026
31 Jan 2026
10 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and Grubbing Road Land. (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, 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 150 mm in thickness.) By Manual Means :- In area of light jungle | - | HECT | - | - |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. By Mechanical Means. Bituminous course | 1 | M3 | - | - |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. By Mechanical Means. Granular courses | 1 | M3 | - | - |
| 4 | Wet Mix Macadam (Plant Mix Method) : 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 0.2 | M3 | - | - |
| 5 | Prime Coat over WMM/WBM : 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. | 1 | M2 | - | - |
| 6 | Tack Coat on Granular surfaces treated with primer : 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. | 1 | M2 | - | - |
| 7 | Dense graded Bituminous Macadam Grading-II With VG-30 Bulk Bitumen : 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 with VG-30 Bulk Bitumen. | 0.8 | M3 | - | - |
| 8 | Bituminous concrete Grading- II With VG-30 Bulk Bitumen : 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 with VG-30 Bulk Bitumen. | 0.8 | M3 | - | - |
| 9 | Tack Coat on Bituminous surfaces : 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. | 0.29 | M2 | - | - |
| 10 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) | - | M2 | - | - |
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