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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance 176 RACE COURSE DEHRADUN | BAGESHWAR | UTTARAKHAND | 263619 | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 Cr+₹26.0 L (8.35%)Admitted-Finance 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹3.4 Cr+₹26.0 L (8.35%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected. |
| Sl No | Description | Qty | Unit | M/S HimalayanConstruction L2 | Shivalik Infraventures (P) Limited L1 |
|---|---|---|---|---|---|
| 1.00(A) Package -7 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. (S.O.R. No. 5-2-1, MORD 2019) | |||||
| 1.01 | Badwala Juddo motor road | 47,036.45 | Sqm | 12 ₹5,64,437.4 | 9 ₹4,23,328.05 Lowest |
| 1.02 | Vikasnagar bypass motor road | 11,257.68 | Sqm | 14 ₹1,57,607.52 | 9 ₹1,01,319.12 Lowest |
| 2.00Bituminous 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) (S.O.R. No. 5-3, MORD 2019) | |||||
| 2.01 | Badwala Juddo motor road | 64.81 | Cum | 6,800 ₹4,40,708 | 6,140 ₹3,97,933.4 Lowest |
| 2.02 | Vikasnagar bypass motor road | 16.07 | Cum | 6,800 ₹1,09,276 | 6,140 ₹98,669.8 Lowest |
| 3.00Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, 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. 509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix) (S.O.R. No. 5-4-2 Misc. 2019) | |||||
| 3.01 | Badwala Juddo motor road | 1,370.25 | Cum | 8,500 ₹1,16,47,125 | 8,035 ₹1,10,09,958.75 Lowest |
| 3.02 | Vikasnagar bypass motor road | 327.6 | Cum | 8,500 ₹27,84,600 | 8,020 ₹26,27,352 Lowest |
| 4.00Maintenance 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 appropriateequipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | |||||
Tender Value
Refer Docs
EMD Value
₹7.3 L
Closing Date
28 Nov 2020, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Improvement of riding quality by 30 mm B.C. of Badwala-Juddo Motor Road, Vikasnagar Bypaas Motor Road, Lambarpur - Barotiwala - Vikasnagar, Jamnipur link Road etc. under Central Special Assistance Scheme (2020-21).
2020_pwd_27518_1
5118/1C-9/2020, Dated 07-11-2020
Open Tender
Civil Works - Roads
Item Rate
90 days
Vikasnagar Block various Road
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Const. Div., PWD, Dehradun
₹7.3 L
Superintending Engineer, 9th Circle, PWD, Dehradun
11 Dec 2020
14 Nov 2020
28 Nov 2020
14 Nov 2020
28 Nov 2020
20 Nov 2020
19 Nov 2020
Amount
(A) Package -7 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. (S.O.R. No. 5-2-1, MORD 2019)
Badwala Juddo motor road
Vikasnagar bypass motor road
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) (S.O.R. No. 5-3, MORD 2019)
Badwala Juddo motor road
Vikasnagar bypass motor road
Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, 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. 509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix) (S.O.R. No. 5-4-2 Misc. 2019)
Badwala Juddo motor road
Vikasnagar bypass motor road
Badwala Juddo motor road
Vikasnagar bypass motor road
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
Badwala Juddo motor road
Vikasnagar bypass motor road
(B) Package -8 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. (S.O.R. No. 5-2-1, MORD 2019)
Lamberpur-Barotiwala-Vikasnagar motor road
Jamnipur link road
Herbertpur Aasan Bairaj to Dhakrani motor road
Ambari-telpur-mehunwala road
Chharba-Barotiwala motor road
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) (S.O.R. No. 5-3, MORD 2019)
Lamberpur-Barotiwala-Vikasnagar motor road
Jamnipur link road
Herbertpur Aasan Bairaj to Dhakrani motor road
Ambari-telpur-mehunwala road
Chharba-Barotiwala motor road
Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, 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. 509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix) (S.O.R. No. 5-4-2 Misc. 2019)
Lamberpur-Barotiwala-Vikasnagar motor road
Jamnipur link road
Herbertpur Aasan Bairaj to Dhakrani motor road
Ambari-telpur-mehunwala road
Chharba-Barotiwala motor road
Lamberpur-Barotiwala -Vikasnagar motor road
Jamnipur link road
Herbertpur Aasan Bairaj to Dhakrani motor road
Ambari-telpur-mehunwala road
Chharba-Barotiwala motor road
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
Lamberpur-Barotiwala-Vikasnagar motor road
Jamnipur link road
Herbertpur Aasan Bairaj to Dhakrani motor road
Ambari-telpur-mehunwala road
Chharba-Barotiwala motor road
M/S HimalayanConstruction
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