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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance C O HOTEL VASUNDHARA PLACE KAILASH GATE MUNIKI RETI TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹16.4 L (10.4%)Admitted-Finance | ₹1.7 Cr+₹16.4 L (10.4%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S KAILASH HILLWAYS ENGINEERING ASSOCIATES L1 | Agarwal Brothers 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 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. | 106.45 | cum | - | - |
| 2.00 | Tack Coat
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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 51,234.3 | Sqm | - | - |
| 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) | 99.09 | cum | - | - |
| 4.00 | 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 for Grading II - 10mm using VG - 10 bitumen | 1,231.31 | cum | - | - |
| 5.00 | Clearance of hill side Katcha drain by removal of earth from the chocked hill side drain and disposing it on the vally side manually as directed by enguneer in charge including supply of all material, labour, T&P etc. | 11.5 | km | - | - |
| 6.00 | Maintenance of both Earthen shoulder to achieve the approved level either by stripping excess soil from the shoulder surface or by adding fresh approved selected soil and compacting it with appropriate equipment directed by enguneer in charge including supply of all material, labour, T&P etc. | 11.5 | km | - | - |
| 7.00 | 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 | 2,350 | Sqm | - | - |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
21 May 2020, 3:00 pmClosed
Superintending Engineer, 8th circle PWD, Tehri
Office of the Superintending Engineer, 8th circle PWD, Tehri
Renewal work by S.D.B.C. with Road shoulder dressing and Drain clearance in km-77,78,79,80,81,82,86, 104,105 (500 Mtr)106,107,120 of Uttarkashi- Lambgaon- Ghansali- Tilwara (SH-15) Motor Road.
2020_pwd_23582_1
638/04cash-Tender-8/2020 Dated 02-05-2020
Open Tender
Civil Works - Roads
Item Rate
180 days
Ghansali (Tehri Garhwal)
As per NIT and Technical Bid
2 documents required · 2 mandatory
₹5,900
EE TD PWD Ghansali
₹3.4 L
8th Circle, PWD, New Tehri.
6 Jun 2020
9 May 2020
21 May 2020
9 May 2020
21 May 2020
11 May 2020
11 May 2020
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 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.
Tack Coat 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 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 for Grading II - 10mm using VG - 10 bitumen
Clearance of hill side Katcha drain by removal of earth from the chocked hill side drain and disposing it on the vally side manually as directed by enguneer in charge including supply of all material, labour, T&P etc.
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
Agarwal Brothers
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