Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹31.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹33.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹33.2 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Revenue stamp not Attache |
| Sl No | Description | Qty | Unit | M/S KGN L2 | M/S MOHAMMAD ALI CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00 | Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm | 749.6 | Sqm | 23.1 ₹17,315.76 | 22.2 ₹16,641.12 Lowest |
| 2.00 | Repair to pot holes by removal of failed material, trimming the sides to vertical
and levelling the bottom, cleaning the same with compressed air or any
appropriate method filled with 75mm B.M, applying bitumen emulsion prime
coat at the bottom and bitumen emulsion tack coat on sides and on bottom as
per technical specifications Clauses 502 and 503. | 56.3 | cum | 9,211.8 ₹5,18,624.34 | 8,833.9 ₹4,97,348.57 Lowest |
| 3.00 | Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm | 11,000 | Sqm | 23.1 ₹2,54,100 | 22.2 ₹2,44,200 Lowest |
| 4.00 | 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 I - 13mm using Bitumen VG - 10 (bituminous binder @ 4.5 % of mix) | 275 | Cum | 8,794.6 ₹24,18,515 | 8,433.8 ₹23,19,295 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 | 3,000 | Sqm | 14.1 ₹42,300 | 13.6 ₹40,800 Lowest |
| 6.00 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 150 | Cum | 465.5 ₹69,825 | 446.4 ₹66,960 Lowest |
Tender Value
₹34.1 L
EMD Value
₹89,500
Closing Date
4 May 2026, 5:00 pmClosed
Executive Engineer, CD, PWD, Khatima (U.S. Nagar)
Office of The Executive Engineer, C.D., P.W.D., Khatima (U.S. Nagar)
Renewal of Khempur Matiha to Bitti road by SDBC Under Renewal 2026-27
2026_pwd_94283_1
EE TN 607/5AC Dated 04-04-2026 (11)
Open Tender
Civil Works - Roads
Item Rate
180 days
Nanakmatta
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
Head 0059018000600 and GST no- 05AAAGL0113J1ZW
₹89,500
6 May 2026
16 Apr 2026
5 May 2026
16 Apr 2026
4 May 2026
16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm | - | Sqm | - | - |
| - | Repair to pot holes by removal of failed material, trimming the sides to vertical
and levelling the bottom, cleaning the same with compressed air or any
appropriate method filled with 75mm B.M, applying bitumen emulsion prime
coat at the bottom and bitumen emulsion tack coat on sides and on bottom as
per technical specifications Clauses 502 and 503. | 1 | cum | - | - |
| - | Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm | - | Sqm | - | - |
| - | 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 I - 13mm using Bitumen VG - 10 (bituminous binder @ 4.5 % of mix) | - | Cum | - | - |
| - | 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 | - | Sqm | - | - |
| - | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | Cum | - | - |
stage.html
html • 0.02 MB
finance_111587.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 4.18 MB
BOQ_111587.xls
BOQ • 0.25 MB
corrigendum13tender.pdf
PDF • 0.25 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].