Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Rejected-Technical | Rejected-Technical Cancelled due to the absence of the required 03 bid documents. |
| 2 | Not Admitted-Fee/PreQual/Technical SAKARDAHA PURANI BAZAR JANPAD PRATAPGARH | PRATAPGARH | PRATAPGARH | UTTAR PRADESH | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Rejected-Technical | Rejected-Technical Cancelled due to the absence of the required 03 bid documents. |
| 4 | Not Admitted-Fee/PreQual/Technical 00 INDRA NAGAR ORAI ORAI JALAUN UTTAR PRADESH 285001 | JALAUN | UTTAR PRADESH | 285001 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹26.5 L
EMD Value
₹2.7 L
Closing Date
29 Jun 2026, 5:00 pmClosed
EO
NAGAR PANCHAYAT BAKEWAR
Construction of C C Road and RCC Drain from Anoop Khet to Jagram House Behind Barat Ghar at Mohalla Shastrinagar
2026_DOLBU_1157970_1
99/NP/E-Nivida/2026-27/2026/2
Open Tender
Civil Works
Percentage
90 days
NAGAR PANCHAYAT BAKEWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,350
Yes
EO
₹2.7 L
Yes
13 Jul 2026
8 Jun 2026
30 Jun 2026
8 Jun 2026
29 Jun 2026
8 Jun 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 | earth work in excavation in foundation in ordinary soil (loam, clay or sand )including lift up to 1.5 meter and lead up to 30 meter all as per sor 251 | 1 | cum | 145 | ₹144.86 |
| 2 | earth work in filling cartage up to 8.0 km excluding royality | 1 | cum | 319 | ₹318.68 |
| 3 | first class brick work in 1:4 cement and coarse sand including supply of all materials ,labour and t&p all as per 303 N.S | 1 | cum | 6,300 | ₹6,293.7 |
| 4 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 1 | cum | 4,066 | ₹4,061.93 |
| 5 | 12 mm cement plaster of mix 1:6 cement and c sand asper dsr 13.4.2 | - | sqm | 250 | - |
| 6 | 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15°
landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral
stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,
finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from
natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).as per dsr 5.3 | - | cum | 8,377 | - |
| 7 | cement concrete with 2cm gauge approved stone ballast approved coarse sand cement in the proportion of 1:2:4 including supply of all material t&petc all as per sor no 279a | - | cum | 7,250 | - |
| 8 | supply and fixing of sign board with granite stone | - | nos | 8,000 | - |
| 9 | providing and laying 125 micron polythene sheet | - | sqm | 31 | - |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete upto plinth level.
Mild steel and Medium Tensile steel bars as per dsr 5.22.1 | - | qtl | 7,798 | - |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
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 • 0.47 MB
BOQ_2170250.xls
BOQ • 0.24 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 .