Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹25.4 L
EMD Value
₹61,000
Closing Date
24 Feb 2024, 3:00 pmClosed
Executive Engineer
Office of Executive Engineer, C.D., P.W.D., Khatima (U.S. Nagar)
Under Renewal Year 2024-25, Renewal of Shaktifarm to Anand Nagar parvteey Colony Road By PC
2024_pwd_69019_1
172/6AC Date- 25-01-2024(04)
Open Tender
Civil Works - Roads
270 days
SITARGANJ
Please refer Tender documents.
1 document required · 1 mandatory
₹2,950
Executive Engineer, C.D., P.W.D., Khatima
₹61,000
24 Feb 2024
5 Feb 2024
24 Feb 2024
5 Feb 2024
24 Feb 2024
5 Feb 2024
Amount
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
Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.Case - I By Manual Means Bitumen (VG-30)
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B Bitumen (VG-30)
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
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
NAVAL KISHOR
ANCHAL ENTERPRISES
SHAHJI CONTRACTORS
stage.html
html • 0.06 MB
finance_82980.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
Download all tender documents and submit your bid