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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹64,048.87 (0.50%)Admitted-Finance 11 RAJPUR ROAD DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | ₹1.3 Cr+₹64,048.87 (0.50%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical 8 RAMBAGH KANWALI ROAD DEHRADUN | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Triveny Consultants/Kuldeep Mehta L1 | MARC ENGINEERIANS L2 |
|---|---|---|---|---|---|
| 1.00 | WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MORD Technical Specification Clause 405. | 30.84 | Cum | 2,733.32 ₹84,295.59 Lowest | 2,747 ₹84,717.48 |
| 2.00 | Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, | 41,806.3 | Sqm | 19.4 ₹8,11,042.22 Lowest | 19.5 ₹8,15,222.85 |
| 3.00 | Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) with Bitumen Bitumen VG-30 | 411.23 | Cum | 7,795.12 ₹32,05,587.2 Lowest | 7,835 ₹32,21,987.05 |
| 4.00 | Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 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 MoRTH specification clause No. 508 complete in all respect Grading II - 10mm using VG - 30 bitumen (bituminous binder @ 5 % of mix) | 839.59 | Cum | 9,691.42 ₹81,36,819.32 Lowest | 9,740 ₹81,77,606.6 |
| 5.00 | 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. | 1,221.2 | Sqm | 512.15 ₹6,25,437.58 Lowest | 514 ₹6,27,696.8 |
Tender Value
Refer Docs
EMD Value
₹4.0 L
Closing Date
9 Feb 2024, 2:00 pmClosed
Superintending Engineer
Office of SE, Civil Circle, PWD, Haridwar
Renewal by SDBC of Narsan- Harjauli Jat-Mundlana- Landaura- Jaurasi- Buddhaheri- Badheri Rajputana road Under Annual maintenance year 2023-24 (Job-1)
2024_pwd_68361_1
183/06C-Civil Circle/23 Dated 19.01.2024
Open Tender
Civil Works - Roads
Item Rate
60 days
Roorkee
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE CD PWD Roorkee
₹4.0 L
Haridwar
2 Mar 2024
27 Jan 2024
9 Feb 2024
27 Jan 2024
9 Feb 2024
29 Jan 2024
29 Jan 2024
Amount
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MORD Technical Specification Clause 405.
Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm,
Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) with Bitumen Bitumen VG-30
Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 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 MoRTH specification clause No. 508 complete in all respect Grading II - 10mm using VG - 30 bitumen (bituminous binder @ 5 % of mix)
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.
MARC ENGINEERIANS
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