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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹84,535.08 (0.65%)Admitted-Finance ROOMPUR | ₹1.3 Cr+₹84,535.08 (0.65%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | 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 without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment. | |||||
| 1.00 | Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, | 37,668.75 | sqm | 21.83 ₹8,22,308.81 | 21.6 ₹8,13,645 Lowest |
| 2.00 | 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 | 27.19 | cum | 10,143.14 ₹2,75,766.62 | 10,092 ₹2,74,376.25 Lowest |
| 3.00 | 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) | 928.12 | cum | 11,703.29 ₹1,08,62,116.03 | 11,645 ₹1,08,08,015.62 Lowest |
| 4.00 | 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. | 1,800 | sqm | 518.27 ₹9,32,886 | 515.5 ₹9,27,900 Lowest |
| 5.00 | Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 | 12,600 | sqm | 15.84 ₹1,99,584 Lowest | 17 ₹2,14,200 |
| 6.00 | The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907. | 8,775 | R/mtr | 7.72 ₹67,743 | 4.3 ₹37,732.5 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹3.1 L
Closing Date
19 Apr 2025, 1:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
Renewal work by SDBC in Km 01 to 09 of Dhauladevi Kheti Jateshwar Dhuragaon Seraghat Motor Road under Annual Repair 2025-26
2025_pwd_81654_1
934/Nivida-01/2024-25 dated 05/03/2025
Open Tender
Civil Works
Item Rate
272 days
Jageshwar
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE CD PWD Almora
₹3.1 L
Almora
30 Apr 2025
18 Mar 2025
19 Apr 2025
18 Mar 2025
19 Apr 2025
10 Apr 2025
9 Apr 2025
Amount
Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment.
Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm,
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.
Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.
KAWALJEET SINGH CONTRACTOR M180102125755307 (BID ID -375109)
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