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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹7.3 L (5.32%)Admitted-Finance ROOMPUR | ₹1.4 Cr+₹7.3 L (5.32%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical 8 RAMBAGH KANWALI ROAD DEHRADUN | - | - | Rejected-Technical bidder disqualify |
| 4 | Rejected-Technical 11 RAJPUR ROAD DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | - | - | Rejected-Technical bidder disqualify |
| Sl No | Description | Qty | Unit | KAWALJEET SINGH CONTRACTOR M180102125755307 L2 | M/s Balaji Earth Movers L1 |
|---|---|---|---|---|---|
| .01Note- The Contractor shall quote his/ their rates excluding GST. GST will be paid extra by the Department. | |||||
| 1.00 | Water Bound Macadam with Crushable Screenings 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. | 139.4 | Cum | 2,072.47 ₹2,88,902.32 | 1,967.8 ₹2,74,311.32 Lowest |
| 2.00 | 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 | 41,250 | Sqm | 14.16 ₹5,84,100 | 13.44 ₹5,54,400 Lowest |
| 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) with Bitumen VG-10 | 132.52 | Cum | 9,103.35 ₹12,06,375.94 | 8,643.6 ₹11,45,449.87 Lowest |
| 4.00 | Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 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 (bituminous binder @ 5 % of mix) | 1,031.25 | Cum | 10,602.31 ₹1,09,33,632.19 | 10,066.85 ₹1,03,81,439.06 Lowest |
| 5.00 | 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. | 2,000 | Sqm | 518.27 ₹10,36,540 | 492.1 ₹9,84,200 Lowest |
| 6.00 | 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 as per technical specification Clausen1903 | 15,000 | Sqm | 16.7 ₹2,50,500 | 15.88 ₹2,38,200 Lowest |
| 7.00 | 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. | 9,500 | Rmt | 19.21 ₹1,82,495 | 18.23 ₹1,73,185 Lowest |
Tender Value
₹1.5 Cr
EMD Value
₹3.5 L
Closing Date
21 Apr 2025, 1:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
Renewal by S.D.B.C in year 2025-26 at Ganai Jourasi Motor road Km 1 to 10 work
2025_pwd_81726_1
962/Nivida-01/2024-25 dated 06/03/2025
Open Tender
Civil Works
Item Rate
272 days
Ranikhet
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE CD PWD Ranikhet
₹3.5 L
Almora
30 Apr 2025
20 Mar 2025
21 Apr 2025
20 Mar 2025
21 Apr 2025
10 Apr 2025
9 Apr 2025
Amount
Note- The Contractor shall quote his/ their rates excluding GST. GST will be paid extra by the Department.
Water Bound Macadam with Crushable Screenings 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.
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
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 Bitumen VG-10
Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 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 (bituminous binder @ 5 % of mix)
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.
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.
KAWALJEET SINGH CONTRACTOR M180102125755307 (BID ID -375861)
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