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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹1.2 L (0.74%)Admitted-Finance | ₹1.6 Cr+₹1.2 L (0.74%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical ROOMPUR | - | - | Rejected-Technical bidder disqualify |
| 4 | Rejected-Technical | - | - | Rejected-Technical bidder disqualify |
| Sl No | Description | Qty | Unit | Nainital Construction L1 | Sanjay Singh Bora L2 |
|---|---|---|---|---|---|
| .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, | 42,997.5 | sqm | 21 ₹9,02,947.5 Lowest | 22 ₹9,45,945 |
| 2.00 | Bituminous Macadam with Warm Mix Technology
Providing and laying Bituminous macadam with the use of asphalt mixing plant using crushed aggregates of grading as per Table 500.4, premixed with bituminous binder and warm mix additive, 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 using the Warm Mix (WMA) Asphalt Technlogy as per IRC:SP: 101-2009. (Bitumen VG-10 @ 3.3% of the weight of mix and warm mix additive @ 0.4% of the weight of bitimen have 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 | 146.81 | cum | 10,600 ₹15,56,212.5 Lowest | 10,657.2 ₹15,64,610.18 |
| 3.00 | Semi Dense Bituminous Concrete with Warm Mix Technology
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, filler and warm mix additive @ 0.4% by weight of bitumen 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) | 1,063.12 | cum | 11,500 ₹1,22,25,937.5 Lowest | 11,520 ₹1,22,47,200 |
| 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 | 500 ₹9,00,000 Lowest | 523.5 ₹9,42,300 |
| 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 | 13,080 | sqm | 17 ₹2,22,360 Lowest | 17 ₹2,22,360 Lowest |
| 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. | 8,625 | R/mtr | 4 ₹34,500 Lowest | 4.3 ₹37,087.5 |
Tender Value
₹1.6 Cr
EMD Value
₹3.8 L
Closing Date
19 Apr 2025, 1:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
Renewal work by SDBC in Km 30 to 34 and Km 45 to 48 of Bageshwar Girichhina Someshwar Dwarahat Vimandeshwar Ida Ranikhet Motor Road Binta Someshwar Girichhina Section under Annual Repair 2025-26
2025_pwd_81649_1
934/Nivida-01/2024-25 dated 05/03/2025
Open Tender
Civil Works
Item Rate
272 days
Someshwar
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE CD PWD Almora
₹3.8 L
Almora
2 May 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 with Warm Mix Technology Providing and laying Bituminous macadam with the use of asphalt mixing plant using crushed aggregates of grading as per Table 500.4, premixed with bituminous binder and warm mix additive, 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 using the Warm Mix (WMA) Asphalt Technlogy as per IRC:SP: 101-2009. (Bitumen VG-10 @ 3.3% of the weight of mix and warm mix additive @ 0.4% of the weight of bitimen have 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
Semi Dense Bituminous Concrete with Warm Mix Technology 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, filler and warm mix additive @ 0.4% by weight of bitumen 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.
Sanjay Singh Bora (BID ID -375553)
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