Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Finance | -0.25% | ₹2.7 L | L1 | Admitted-Finance |
| 2 | L2₹2.8 L+₹6,116.73 (2.26%)Admitted-Finance 382 GRAM EVAM POST FUJANA MUZAFFARNAGAR | MUZAFFARNAGAR | MUZAFFARNAGAR | UTTAR PRADESH | +2.00% | ₹2.8 L+₹6,116.73 (2.26%) | L2 | Admitted-Finance |
| 3 | L3₹2.8 L+₹8,835.28 (3.26%)Admitted-Finance | +3.00% | ₹2.8 L+₹8,835.28 (3.26%) | L3 | Admitted-Finance |
Tender Value
₹2.7 L
EMD Value
₹27,185
Closing Date
2 May 2026, 5:00 pmClosed
EO, NPP Baraut
NPP Baraut
10 - Kasba Baraut Ward No 11 Thana road per Imran ke makan se Aslam ke makan tak CC Sadak/ nali nirman karya.
2026_DOLBU_1135462_10
07/2026-27, Dt. 04-04-2026
Open Tender
Miscellaneous Works
Percentage
180 days
Baraut
Tender Fee EMD and other documents as per tender documents/NIT
2 documents required · 2 mandatory
₹321
EO, NPP Baraut
₹27,185
9 Jun 2026
11 Apr 2026
4 May 2026
11 Apr 2026
2 May 2026
11 Apr 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 |
|---|---|---|---|---|---|
| - | Contruction of granular sub- base by providing well graded material spreading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavtor at OMC,and compacting with smooth wheel roller to achieve the desired drnsity ,as per MORD,specification 401 | - | cum | - | - |
| - | M-150 brick work in (1:3) mortar with cement and f/sand in drain in comp.position (s.i-306) | - | cum | - | - |
| - | 12 mm thick plaster in (1:3) mortar with cement and f/sand on brick work in comp position (s.i-582) | - | sqm | - | - |
| - | cement concrete in(1:2:4)mortar in drain bed with 2cm gauge stone grit cement c/sand in complite position.(s.i-279a) | 1 | sqm | - | - |
| - | Contruction of un-reinforced,dowel jointed at expansion and contruction joint only ,plain cement concrete in (1:1.5:3) mortorpavement ,thickness as per design ,over a prepared sub-base with 43 grade cement @400kg per cum ,coarse and fine aggregates confirming to IS 383 maxium size of coarse aggregates not exceeding 25mm,mixed in abatching and mixing plant as per approved mix design transported to site laid with a fixed form or slip from paver , spread ,compacted and finished in a continous opration including provision of contruction ,expension contruction and longitudinaten joints ,joint filler ,separatio membrane ,sealant primer ,joint sealent ,debonding strip,dowel bar ,tie rod ,admixtures as approved ,curing compound ,finishing to line and grade as per drawing including 14 days curing in comp .position s.i-new item-09 | 1 | cum | - | - |
| - | s/fixing m.s channel on drain in comp position DSR | - | qtl | - | - |
| - | s/fixing sign board at site in comp .position | - | nos | - | - |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 • 4.19 MB
Tendernotice_2.pdf
PDF • 0.89 MB
BOQ_2121301.xls
BOQ • 0.28 MB
Date.pdf
PDF • 0.01 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 .