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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 CrAccepted-AOC CHAS ROAD JAINA MORE JARIDIH BOKARO JHARKHAND | BOKARO | JHARKHAND | 825102 | ₹11.3 Cr | L1 | Accepted-AOC L1 Letter No. 378(S)WE Date-29.01.2025 |
| 2 | L2₹12.0 Cr+₹62.5 L (5.51%)Rejected-Finance AT PROFESSOR COLONY P O MAITHON DIST DHANBAD 828207 | DHANBAD | JHARKHAND | 828207 | ₹12.0 Cr+₹62.5 L (5.51%) | L2 | Rejected-Finance L2 Letter No. 378(S)WE Date-29.01.2025 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical H NO 776 STREET 25 SECTOR 9 D HARLA SECTOR 9 BOKARO | BOKARO | JHARKHAND | 825102 | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
Tender Value
₹11.0 Cr
EMD Value
₹11.0 L
Closing Date
23 Oct 2024, 12:00 pmClosed
Executive Engineer, RCD, Road Division, Bokaro
Executive Engineer, RCD, Road Division, Bokaro
IRQP Work of Talgaria more (NH32) to Talgaria Railway station Road (MDR 251) (Total Length 15.20 km) for the year 2024-25 under Road Division, Bokaro
2024_CECOM_95819_1
RCD/ BOKARO/1302/F.Y. 2024-25
Open Tender
Civil Works
Item Rate
120 days
Talgaria more (NH-32) to Talgaria Railway station
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹11.0 L
5 May 2025
16 Oct 2024
25 Oct 2024
16 Oct 2024
23 Oct 2024
16 Oct 2024
| 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.) i) By Manual means:-Means. A)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 | cum | - | - |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately. By Mechanical means : Granular Courses | 1 | cum | - | - |
| 4 | Wet Mix Macadam (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.) | 1 | cum | - | - |
| 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. | - | sqm | - | - |
| 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. | - | sqm | - | - |
| 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 | 0.36 | cum | - | - |
| 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. | 0.2 | cum | - | - |
| 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 | sqm | - | - |
| 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.) | - | sqm | - | - |
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