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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance 8 RAMBAGH KANWALI ROAD DEHRADUN | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹94,220 (0.64%)Admitted-Finance 5 A WEST REST CAMP DEHRADUN | ₹1.5 Cr+₹94,220 (0.64%) | L2 | Admitted-Finance |
| 3 | L3₹1.5 Cr+₹2.1 L (1.45%)Admitted-Finance | ₹1.5 Cr+₹2.1 L (1.45%) | L3 | Admitted-Finance |
| 4 | L4₹1.6 Cr+₹15.4 L (10.5%)Admitted-Finance 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹1.6 Cr+₹15.4 L (10.5%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S DOON INFRASTRUCTURE L2 | M/S HimalayanConstruction L4 | M/s V K Aggarwal L1 | Ms Kay Kay Construction L3 |
|---|---|---|---|---|---|---|---|
| 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 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 Manual Means | 131.3 | Cum | 2,820 ₹3,70,266 Lowest | 2,910 ₹3,82,083 | 2,900 ₹3,80,770 | 2,842 ₹3,73,154.6 |
| 2.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.For SDBC | 38,816.41 | Sqm | 13 ₹5,04,613.33 Lowest | 13.5 ₹5,24,021.54 | 13 ₹5,04,613.33 Lowest | 13.42 ₹5,20,916.22 |
| 3.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.For BM | 3,164.12 | Sqm | 11 ₹34,805.32 Lowest | 11.5 ₹36,387.38 | 11 ₹34,805.32 Lowest | 11 ₹34,805.32 Lowest |
| 4.00 | 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), with Achiving Density 2.20 gm/cc. | 166.12 | Cum | 10,200 ₹16,94,424 | 10,900 ₹18,10,708 | 10,000 ₹16,61,200 Lowest | 10,275 ₹17,06,883 |
| 5.00 | Providing and laying Semi Dense Bituminous Concrete with 60-90 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, with Achiving Density 2.30 gm/cc. | 962.5 | Cum | 11,980 ₹1,15,30,750 | 13,295 ₹1,27,96,437.5 | 11,900 ₹1,14,53,750 Lowest | 12,060 ₹1,16,07,750 |
| 6.00 | 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. | 1,000 | Sqm | 500 ₹5,00,000 | 498 ₹4,98,000 Lowest | 500 ₹5,00,000 | 508 ₹5,08,000 |
| 7.00 | 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 | 10 | km | 5,800 ₹58,000 Lowest | 8,500 ₹85,000 | 6,000 ₹60,000 | 5,850 ₹58,500 |
| 8.00 | Hill side Drain Clearance (Removal of earth form the choked hill side drain and disposing it on the valley side manually). | 10 | km | 9,650 ₹96,500 Lowest | 10,000 ₹1,00,000 | 10,000 ₹1,00,000 | 9,750 ₹97,500 |
Tender Value
₹1.5 Cr
EMD Value
₹3.1 L
Closing Date
11 Apr 2022, 3:00 pmClosed
SE 8th Cricle pwd New Tehri
SE 8th Cricle pwd New Tehri
Renewal work by S.D.B.C Raipur-Kumalda-Kadukhal Motor Road (Swatantrata Sangram Sainani Vishveshawr Dutt Sakalani) (SH) (Length 10.00 Km.) in distt. Tehri Garhwal under Annual Repair Year 2022-23.
2022_pwd_42605_1
1244 / 08cash-tender-8/2021 dated 25/03/2022
Open Tender
Civil Works - Roads
Item Rate
270 days
Thatyur
As per Tender Notice, Technical Bid, BOQ
2 documents required · 2 mandatory
₹4,720
Yes
EE TD PWD THATYUR
₹3.1 L
8th Cricle pwd New Tehri
22 Apr 2022
30 Mar 2022
11 Apr 2022
30 Mar 2022
11 Apr 2022
30 Mar 2022
4 Apr 2022
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 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 Manual Means
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.For SDBC
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.For BM
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), with Achiving Density 2.20 gm/cc.
Providing and laying Semi Dense Bituminous Concrete with 60-90 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, with Achiving Density 2.30 gm/cc.
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 form the choked hill side drain and disposing it on the valley side manually).
M/S DOON INFRASTRUCTURE
Ms Kay Kay Construction
M/S HimalayanConstruction
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