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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 Cr+₹1.6 L (0.54%)Admitted-Finance ROOMPUR | ₹3.1 Cr+₹1.6 L (0.54%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 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 | WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100 kN in stages to propergrade 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 | 68.25 | Cum | 2,578.26 ₹1,75,966.25 | 2,565.23 ₹1,75,076.95 Lowest |
| 2.00 | Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, | 67,252.5 | sqm | 21.68 ₹14,58,034.2 | 21.57 ₹14,50,636.43 Lowest |
| 3.00 | 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 | 178.5 | cum | 10,021.37 ₹17,88,814.55 | 9,970.76 ₹17,79,780.66 Lowest |
| 4.00 | Bituminous Concrete with Warm Mix Technology
Providing and laying Bituminous Concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and warm mix additive @ 0.4% by weight of bitumen, 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-I (bituminous binder @ 5.2 % of mix ) | 2,008.13 | cum | 11,760.01 ₹2,36,15,628.88 | 11,700.6 ₹2,34,96,325.88 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. | 3,400 | sqm | 518.27 ₹17,62,118 | 515 ₹17,51,000 Lowest |
| 6.00 | 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 | 25,520 | sqm | 16.53 ₹4,21,845.6 | 16.25 ₹4,14,700 Lowest |
| 7.00 | 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. | 16,050 | R/mtr | 4.16 ₹66,768 | 4 ₹64,200 Lowest |
| 8.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 160.74 | cum | 415.5 ₹66,787.47 | 410 ₹65,903.4 Lowest |
| 9.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification | 297.32 | cum | 4,014.35 ₹11,93,546.54 | 3,994.07 ₹11,87,516.89 Lowest |
Tender Value
₹3.1 Cr
EMD Value
₹7.3 L
Closing Date
19 Apr 2025, 1:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
Renewal work by BC in Km 18 to 34 of Kosi Daulaghat Korichina Bagwalipokhar Binta Motor Road Korichina Bagwalipokhar Section under Annual Repair 2025-26
2025_pwd_81652_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
₹7.3 L
Almora
29 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.
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100 kN in stages to propergrade 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
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
Bituminous Concrete with Warm Mix Technology Providing and laying Bituminous Concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and warm mix additive @ 0.4% by weight of bitumen, 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-I (bituminous binder @ 5.2 % 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.
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification
Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
KAWALJEET SINGH CONTRACTOR M180102125755307 (BID ID -375436)
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