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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance 5 A WEST REST CAMP DEHRADUN | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹11.8 L (5.74%)Admitted-Finance | ₹2.2 Cr+₹11.8 L (5.74%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S DOON INFRASTRUCTURE L1 | Ganpati Associates L2 |
|---|---|---|---|---|---|
| 1.00Suwankholi Almas Bhawan Nagun Motor SDBC in km. 4.00 to 7.00, 17 to 20 (SH) | |||||
| 1.10 | 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means (22.4mm to 53mm Nominal Size) | 213.42 | Cum | - | - |
| 1.20 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 39,600 | Sqm | - | - |
| 1.30 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2,852.35 | Sqm | - | - |
| 1.40 | 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) | 142.63 | Cum | - | - |
| 1.50 | Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% 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 MoRTH specification clause No. 508 complete in all respects. Grading II - 10mm using VG - 10 bitumen | 990 | Cum | - | - |
| 1.60 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 960 | Sqm | - | - |
| 1.70 | Maintenance of Earthen shoulder: Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 8 | Km | - | - |
| 1.80 | Hill Side Drain Clearance: (Removal of earth from the choked hill side drain and disposing it on the valley side manually) | 8 | Km | - | - |
| 2.00Barethi Banchora Motor road by SDBC in km. 87 to 90, 96 (SH) | |||||
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
18 May 2020, 3:00 pmClosed
Superintending Engineer, 8th circle PWD, Tehri
office of the Superintending Engineer, 8th circle PWD, Tehri
Renewal of Suwankholi Almas Bhawan Nagun Motor SDBC in km. 4.00 to 7.00, 17 to 20 and Barethi Banchora Motor road by SDBC in km. 87 to 90, 96 in Jaunpur block of tehri garhwal under Annual Repair 2020-2021
2020_pwd_23550_1
1300/5Cash-Tender-8/2020 Dated 04-05-2020
Open Tender
Civil Works - Roads
Item Rate
180 days
Thatyur (Tehri Garhwal)
As per NIT And Technical Bid
2 documents required · 2 mandatory
₹5,900
EE TD PWD Thatyur
₹3.6 L
8th circle PWD New Tehri
21 May 2020
8 May 2020
18 May 2020
8 May 2020
18 May 2020
11 May 2020
11 May 2020
Amount
Suwankholi Almas Bhawan Nagun Motor SDBC in km. 4.00 to 7.00, 17 to 20 (SH)
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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means (22.4mm to 53mm Nominal Size)
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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)
Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% 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 MoRTH specification clause No. 508 complete in all respects. Grading II - 10mm using VG - 10 bitumen
Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
Hill Side Drain Clearance: (Removal of earth from the choked hill side drain and disposing it on the valley side manually)
Barethi Banchora Motor road by SDBC in km. 87 to 90, 96 (SH)
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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means (22.4mm to 53mm Nominal Size)
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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)
Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% 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 MoRTH specification clause No. 508 complete in all respects. Grading II - 10mm using VG - 10 bitumen
Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
Hill Side Drain Clearance: (Removal of earth from the choked hill side drain and disposing it on the valley side manually)
Ganpati Associates
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