Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹14.8 LAccepted-AOC 511 1 PHOOL BAGH COLONY MEERUT | ₹14.8 L | l1 | Accepted-AOC l1 |
| 2 | l2₹16.5 L+₹1.8 L (11.9%)Rejected-Finance 16 B SHIV ENCLAVE COLONY ROORKEE ROAD LAWAR ROAD MEERUT | ₹16.5 L+₹1.8 L (11.9%) | l2 | Rejected-Finance l2 |
| 3 | l3₹16.9 L+₹2.1 L (14.1%)Rejected-Finance 39 F NEW REVENUE COLONY ACHALPUR KADIPUR SADAR PRATAPGARH | PRATAPGARH | PRATAPGARH | UTTAR PRADESH | ₹16.9 L+₹2.1 L (14.1%) | l3 | Rejected-Finance l3 |
| 4 | L4₹17.7 L+₹2.9 L (19.8%)Rejected-Finance | ₹17.7 L+₹2.9 L (19.8%) | L4 | Rejected-Finance L4 |
Tender Value
Refer Docs
EMD Value
₹2.4 L
Closing Date
16 Apr 2026, 4:00 pmClosed
EE CD PWD MEERUT
EE CD PWD MEERUT
Reconstruction work of Sahipur Sector Road from Daurala Bafaawat Road
2026_CEMRT_1134558_2
349/3A DT 17-02-2026
Open Tender
Civil Works
Fixed-rate
180 days
EE CD PWD MEERUT
ABCD
3 documents required · 3 mandatory
₹944
₹2.4 L
EE CD PWD MEERUT
6 May 2026
9 Apr 2026
16 Apr 2026
9 Apr 2026
16 Apr 2026
9 Apr 2026
9 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 |
|---|---|---|---|---|---|
| 1 | Water Bound Macadam 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 three wheel roller 80-100kN static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up to interstices of coarse aggregate, watering and compacting to the required density Grading III as per Techincal Specification Clause 405. Including supply of all Material, Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. | - | Cum | - | - |
| 2 | Providing and applying primer coat with bitumen emulsion SS2 on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. Including supply of all Material, Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. Technical Specificaton Clasue 502. | - | sqm | - | - |
| 3 | Providing and applying tack coat with bitumen VG-10 grade using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. Technical Specificaton Clasue (SI.NO. 503). | - | Sqm | - | - |
| 4 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 Bitumen 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 wheele 80-100 kn static roller capacity, finished to required level and grades to be followed by Type-C seal coat. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. as per Technical Specification Clause. 508. | - | Sqm | - | - |
| 5 | Providing and laying Type-C seal coat with VG-10 bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. as per technical specification clause 510. | - | Sqm | - | - |
| 6 | 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 | - | - |
| 7 | Brick lining on both side of the road of M-150 Bricks 7cm wide 11cm deep laid with mud mortar including labour & supply of Brics finished to the required templet and in proper alignment and also including Drassing and ramming the Excavated earth by the Engineer- Incharge | - | Km | - | - |
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.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 • 0.94 MB
Tendernotice_2.pdf
PDF • 1.29 MB
BOQ_2118064.xls
BOQ • 0.28 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 .