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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 CrAdmitted-Finance | ₹2.1 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NIRVANA INFRATECH L2 | Super Construction Associates 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. | |||||
| 1.00Renewal By BC | |||||
| 1.01 | Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, | 54,865.94 | Sqm | 18 ₹9.9 L | 14 ₹7.7 L |
| 1.02 | Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, 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. 509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix) | 1,496.35 | Cum | 10,010 ₹1.5 Cr | 10,250 ₹1.5 Cr |
| 1.03 | 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 | 249.39 | Cum | 8,200 ₹20.4 L | 8,900 ₹22.2 L |
| 1.04 | 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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 | 187.04 | Cum | 1,900 ₹3.6 L | 1,800 ₹3.4 L |
| 1.05 | 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. | 2,400 | Sqm | 521 ₹12.5 L | 470 ₹11.3 L |
| 1.06 | Maintenance of Drains 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 | 7,800 | Rmt | 4 ₹31,200 | 4 ₹31,200 |
| 1.07 | 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 ompacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 13,012.5 | Sqm | 84 ₹10.9 L | 60 ₹7.8 L |
Tender Value
₹2.7 Cr
EMD Value
₹5.3 L
Closing Date
27 Mar 2026, 1:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
Renewal by BC under Annual Maintenance Year 2026-27 in Km. 05, 06, Km. 08 to 11 and Km. 29 to 32 of Khairna Ranikhet Ramnagar motor road SH 14 Constituency Ranikhet of Almora District.
2026_pwd_93041_1
790/Nivida-01/2025-26 dated 28/02/2026
Open Tender
Civil Works
121 days
Ranikhet
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE PD PWD Ranikhet
₹5.3 L
Almora
16 Apr 2026
11 Mar 2026
27 Mar 2026
11 Mar 2026
27 Mar 2026
14 Mar 2026
13 Mar 2026
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.
Renewal By BC
Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm,
Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, 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. 509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix)
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
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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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
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 Drains 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
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