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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance 176 RACE COURSE DEHRADUN | BAGESHWAR | UTTARAKHAND | 263619 | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 Cr+₹8.8 L (4.74%)Admitted-Finance 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹1.9 Cr+₹8.8 L (4.74%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical 431 9 INDIRA UDHYAN MARG VIKASNAGAR DEHRADUN | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical 5 A WEST REST CAMP DEHRADUN | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical 8 RAMBAGH KANWALI ROAD DEHRADUN | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S HimalayanConstruction L2 | Shivalik Infraventures (P) Limited L1 |
|---|---|---|---|---|---|
| 1.00(Premix Carpet Work) 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. | |||||
| 1.01 | Yamunapul-Hathipaon motor road (Km. 5.00 to 10.00) | 24,075 | Sqm | 13.2 ₹3,17,790 | 12.3 ₹2,96,122.5 Lowest |
| 1.02 | Pasta-Khiwangaon-Dhalani Jhajra road (Km. 1.00 to 2.00) | 6,037.5 | Sqm | 13.2 ₹79,695 | 12.3 ₹74,261.25 Lowest |
| 2.0020mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means Bitumen (VG-30) | |||||
| 2.01 | Yamunapul-Hathipaon motor road (Km. 5.00 to 10.00) | 24,075 | Sqm | 152.2 ₹36,64,215 | 147.2 ₹35,43,840 Lowest |
| 2.02 | Pasta-Khiwangaon-Dhalani Jhajra road (Km. 1.00 to 2.00) | 6,037.5 | Sqm | 152.2 ₹9,18,907.5 | 147.2 ₹8,88,720 Lowest |
| 3.00Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B Bitumen (VG-10) | |||||
| 3.01 | Yamunapul-Hathipaon motor road (Km. 5.00 to 10.00) | 24,075 | Sqm | 60 ₹14,44,500 | 57.9 ₹13,93,942.5 Lowest |
| 3.02 | Pasta-Khiwangaon-Dhalani Jhajra road (Km. 1.00 to 2.00) | 6,037.5 | Sqm | 60 ₹3,62,250 | 57.9 ₹3,49,571.25 Lowest |
| 4.00Maintenance 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 | |||||
Tender Value
Refer Docs
EMD Value
₹3.7 L
Closing Date
26 Jul 2021, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Renewal work by PC and SDBC of following roads in Vidansabha Vikasnagar in Distt Dehradun under Annual Repair (2021-22). (i) Yamunapur-Hathipaaw motor road km 5 to 10 (ii) Pasta khivaangaon Dhalani Chadhra road km 1, 2 etc.
2021_pwd_34346_1
2915/1C-9/21, Dated 26.06.2021
Open Tender
Civil Works - Roads
Item Rate
180 days
Vidhansbha Vikas Nagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Const. Div., PWD, Dehradun
₹3.7 L
Superintending Engineer, 9th Circle, PWD, Dehradun
3 Aug 2021
12 Jul 2021
26 Jul 2021
12 Jul 2021
26 Jul 2021
17 Jul 2021
17 Jul 2021
Amount
(Premix Carpet Work) 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.
Yamunapul-Hathipaon motor road (Km. 5.00 to 10.00)
Pasta-Khiwangaon-Dhalani Jhajra road (Km. 1.00 to 2.00)
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means Bitumen (VG-30)
Yamunapul-Hathipaon motor road (Km. 5.00 to 10.00)
Pasta-Khiwangaon-Dhalani Jhajra road (Km. 1.00 to 2.00)
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B Bitumen (VG-10)
Yamunapul-Hathipaon motor road (Km. 5.00 to 10.00)
Pasta-Khiwangaon-Dhalani Jhajra road (Km. 1.00 to 2.00)
Yamunapul-Hathipaon motor road (Km. 5.00 to 10.00)
Pasta-Khiwangaon-Dhalani Jhajra road (Km. 1.00 to 2.00)
(Semi Dense Bituminous Concrete work) 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)
Prithavipur-Jungle motor road (Km. 1.00 to 2.00)
Kedarawala-Baluwala motor road (Km. 1.00 to 5.00)
Main road to Lakhanwala link road (Km. 1.00 to 3.00)
Main road to Bairagiwala link road (Km. 1.00)
Selaqui Main road (N.H) to Beehive College Jamanpur link road
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.
Prithavipur-Jungle motor road (Km. 1.00 to 2.00)
Kedarawala-Baluwala motor road (Km. 1.00 to 5.00)
Main road to Lakhanwala link road (Km. 1.00 to 3.00)
Main road to Bairagiwala link road (Km. 1.00)
Selaqui Main road (N.H) to Beehive College Jamanpur link road
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 - 30 bitumen
Prithavipur-Jungle motor road (Km. 1.00 to 2.00)
Kedarawala-Baluwala motor road (Km. 1.00 to 5.00)
Main road to Lakhanwala link road (Km. 1.00 to 3.00)
Main road to Bairagiwala link road (Km. 1.00)
Selaqui Main road (N.H) to Beehive College Jamanpur link road
M/S HimalayanConstruction
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