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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAdmitted-Finance 8 RAMBAGH KANWALI ROAD DEHRADUN | ₹4.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.4 Cr+₹35.8 L (8.75%)Admitted-Finance 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹4.4 Cr+₹35.8 L (8.75%) | L2 | Admitted-Finance |
| 3 | L3₹4.5 Cr+₹43.8 L (10.7%)Admitted-Finance 5 A WEST REST CAMP DEHRADUN | ₹4.5 Cr+₹43.8 L (10.7%) | L3 | Admitted-Finance |
| 4 | L4₹4.9 Cr+₹82.4 L (20.1%)Admitted-Finance 176 RACE COURSE DEHRADUN | BAGESHWAR | UTTARAKHAND | 263619 | ₹4.9 Cr+₹82.4 L (20.1%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S DOON INFRASTRUCTURE L3 | M/s V K Aggarwal L1 | M/S HimalayanConstruction L2 | Shivalik Infraventures (P) Limited L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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 | 12,756 | Sqm | 110 ₹14,03,160 | 95.3 ₹12,15,646.8 Lowest | 106 ₹13,52,136 | 116 ₹14,79,696 |
| 2.00 | Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 1,788.6 | Cum | 625 ₹11,17,875 | 533.3 ₹9,53,860.38 Lowest | 540 ₹9,65,844 | 595 ₹10,64,217 |
| 3.00 | 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 Technical Specification Clause 405. By Mechanical Means | 1,896.43 | Cum | 2,330 ₹44,18,681.9 | 2,082.5 ₹39,49,315.48 | 2,009 ₹38,09,927.87 Lowest | 2,300 ₹43,61,789 |
| 4.00 | Tack coat
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | 80,283 | Sqm | 10.25 ₹8,22,900.75 | 9.8 ₹7,86,773.4 Lowest | 10.3 ₹8,26,914.9 | 15 ₹12,04,245 |
| 5.00 | 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) | 2,911.65 | Cum | 7,852 ₹2,28,62,275.8 | 7,124.5 ₹2,07,44,050.43 Lowest | 7,890 ₹2,29,72,918.5 | 8,690 ₹2,53,02,238.5 |
| 6.00 | 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 Grading I - 13mm using Bitumen VG - 30 | 1,455.83 | Cum | 9,247 ₹1,34,62,060.01 | 8,728.5 ₹1,27,07,212.15 Lowest | 9,450 ₹1,37,57,593.5 | 10,205 ₹1,48,56,745.15 |
| 7.00 | Construction of K.C. type Drain as per attached Drawing Including Supply of All labour material T& P etc. also including Excavation, laying of P.C.C. M10 and laying of C.C. M-20 for making of Drain | 1,002 | Rmt | 1,194 ₹11,96,388 | 550 ₹5,51,100 Lowest | 800 ₹8,01,600 | 880 ₹8,81,760 |
Tender Value
Refer Docs
EMD Value
₹8.5 L
Closing Date
17 Jun 2021, 11:00 amClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Yamuna Colony, Dehradun
Widening of Khati to Mani Maayi Temple Motor Road and Widening and accident free zone Raipur Nathuwawala, Gular Ghati Donali to Malsi Puliya and Miyanwala Canal service motor road in doiwala Assembly Under C.M. Ghosna 17/2017
2021_pwd_32720_1
2063/1C-9/21, Dated 15-04-2021
Open Tender
Civil Works - Roads
Item Rate
365 days
Gular Ghati Donali to Malsi Puliya, Miyanwala Canal
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Temp. Div., PWD, Rishikesh
₹8.5 L
Superintending Engineer, 9th Circle, PWD, Dehradun
17 Jul 2021
10 May 2021
21 Jun 2021
10 May 2021
17 Jun 2021
25 May 2021
24 May 2021
Amount
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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 Technical Specification Clause 405. By Mechanical Means
Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
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 I - 13mm using Bitumen VG - 30
Construction of K.C. type Drain as per attached Drawing Including Supply of All labour material T& P etc. also including Excavation, laying of P.C.C. M10 and laying of C.C. M-20 for making of Drain
M/S HimalayanConstruction
M/S DOON INFRASTRUCTURE
Shivalik Infraventures (P) Limited
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