Loading
Loading…
Loading…
Tender Value
₹21.3 L
EMD Value
₹50,500
Closing Date
29 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)
Under renewal year 2026-27 (1) from Sheetal Mandir to Vimal Sarkar Khet (2) In Sisauna from Jitendra house to Kalyanpur main Road Under Renewal.
2026_pwd_95531_1
EE TN 872/5AC Date 13-05-2026(09)
Open Tender
Civil Works - Roads
Item Rate
270 days
Sitarganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Head 0059018000600 and GST no- 05AAAGL0113J1ZW
₹50,500
16 May 2026
16 May 2026
30 May 2026
16 May 2026
29 May 2026
16 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 1 | cum | 2,351.4 | ₹2,349.05 |
| 2 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion
distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces
treated with primer & cleaned with Hydraulic broom as per Technical Specification
Clause 503. | - | sqm | 13.4 | - |
| 3 | 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 - II By Mechanical Means Bitumen (VG-30) | - | sqm | 158.2 | - |
| 4 | Seal Coat with Emulsion 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 Type B | - | sqm | 71.5 | - |
| 5 | 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 | 14.5 | - |
| 6 | 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 | 477.4 | - |
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 • 2.61 MB
BOQ_112952.xls
BOQ • 0.25 MB
Corrigendum27052026.pdf
PDF • 0.35 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 .