Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹5.7 L+₹16,625.05 (3.03%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L2₹5.7 L+₹16,625.05 (3.03%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹5.5 L
EMD Value
₹11,083
Closing Date
21 Aug 2026, 5:00 pmClosed
EXECUTIVE OFFICER NAGAR PALIKA PARISHAD RUDAULI
EXECUTIVE OFFICER NAGAR PALIKA PARISHAD RUDAULI
Maa Devkali Nagar Ward ke pure kazi me Prakash Book ke makan se sanjay ke makan tak CC sadak Nirmaan
2026_DOLBU_1173645_11
181/NPP/RUDAULI/2026-27
Open Tender
Civil Works
Percentage
60 days
AYODHYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹654
EXECUTIVE OFFICER NAGAR PALIKA PARISHAD RUDAULI
₹11,083
5 Oct 2026
3 Aug 2026
22 Aug 2026
3 Aug 2026
21 Aug 2026
3 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of granular sub-base by providing well graded material, spreading inuniform layers with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 30.05 | CuM | 3,650 | ₹1,09,682.5 |
| 2 | Construction of un-reinforced dowel joints at expansion and costruction joint oniy, plain cement cocrete pavement thickness as per design over a perroared sub base with 43 Grade cement or any othr type as per claus 1501.2.2 M 30 (Grade) course and fine aggregates conforming to IS.383. maximum size of course aggregate not exceeding sealant dowl near approaches to bridge/culvert and costruction joints, curring compound (where specified)and water finishing to lines and grade as per drawing and technical specification 1501 | 45.08 | CuM | 8,953 | ₹4,03,601.24 |
| 3 | Additional for Non Metalic C.C. Surface Hardner I/C all complete | 300.5 | Sqm | 96.25 | ₹28,923.13 |
| 4 | E/W .in cutting & filling including cartage3.0 km work done distance all compite as per SI NO 253 | 31.5 | Sqm | 221 | ₹6,961.5 |
| 5 | S/F of sign board at site all complete | 1 | Sqm | 5,000 | ₹5,000 |
stage.html
html • 0.02 MB
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 • 2.68 MB
BOQ_2206191.xls
BOQ • 0.24 MB
181OTHER.pdf
PDF • 0.36 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 .