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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹77.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹77.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹85.2 L+₹8.2 L (10.7%)Admitted-Fee/PreQual/Technical/Finance | ₹85.2 L+₹8.2 L (10.7%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | M/S Patni Engineering and Construction L2 | Girish Chandra Binwal 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 | 20,445 | Sqm | 26 ₹5,31,570 | 22 ₹4,49,790 Lowest |
| 2.00 | 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 | 39.38 | Cum | 12,150 ₹4,78,467 | 10,245 ₹4,03,448.1 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 mixed) | 492.19 | Cum | 14,000 ₹68,90,660 | 12,600 ₹62,01,594 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. | 1,000 | Sqm | 500 ₹5,00,000 Lowest | 523.5 ₹5,23,500 |
| 5.00 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 680 | Cum | 64 ₹43,520 Lowest | 64 ₹43,520 Lowest |
| 6.00 | Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. Mechanical Means | 3,800 | Rmt | 19.8 ₹75,240 Lowest | 19.8 ₹75,240 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
10 Sept 2026, 1:00 pmClosed
Executive Engineer
Construction Division PWD Almora
Renewal work by SDBC in Suwakhan Doram Chalnichhina Dyunathal Dubroli Motor Road
2026_pwd_99693_1
2825/Nivida Date 01.09.2026
Open Tender
Civil Works - Roads
Item Rate
Suwakhan
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE CD PWD ALMORA
₹1.8 L
11 Sept 2026
2 Sept 2026
10 Sept 2026
3 Sept 2026
10 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm | 20,445 | Sqm | - | - |
| 2 | 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 | 39.38 | Cum | - | - |
| 3 | 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 mixed) | 492.19 | Cum | - | - |
| 4 | 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. | 1,000 | Sqm | - | - |
| 5 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 680 | Cum | - | - |
| 6 | Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. Mechanical Means | 3,800 | Rmt | - | - |
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