Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.4 LAccepted-AOC | ₹47.4 L | L1 | Accepted-AOC Financial bid is Accepted at the price of Rs. 4744342.66 by the Employer. |
| 2 | L2₹48.5 LRejected-Finance 77 | UNNAO | UTTAR PRADESH | 209801 | ₹48.5 L | L2 | Rejected-Finance Due to L2 Rate |
| 3 | L3₹52.3 LRejected-Finance | ₹52.3 L | L3 | Rejected-Finance Due to L3 Rate |
| 4 | L4₹55.3 LRejected-Finance AGRA UTTAR PRADESH 282009 INDIA UDYAM UP 01 0044138 | AGRA | UTTAR PRADESH | 282009 | ₹55.3 L | L4 | Rejected-Finance Due to L4 Rate |
Tender Value
Refer Docs
EMD Value
₹5.8 L
Closing Date
23 Apr 2026, 12:00 pmClosed
SE STP KHERI CIRCLE PWD SITAPUR
SE STP KHERI CIRCLE PWD SITAPUR
C/O Achraula Pahada Road Km 3 to Nagra Link Road with five year maintenance
2026_CEUCZ_1136306_1
1867/352C/E.TEND/STP-LMP/26-27 Dt.06-04-2026
Open Tender
Civil Works - Roads
120 days
LAKHIMPUR KHERI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹5.8 L
Yes
SE STP KHERI CIRCLE PWD SITAPUR
9 Jun 2026
15 Apr 2026
23 Apr 2026
15 Apr 2026
23 Apr 2026
15 Apr 2026
18 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 |
|---|---|---|---|---|---|
Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification clause 301.5 | - | Cum. | - | - | |
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of si | - | Cum. | - | - | |
Construction 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | - | Cum. | - | - | |
Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size 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,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density | - | Cum. | - | - | |
Providing ,Laying ,spreading and compacting stone aggregates of 22.4-53 mm size 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,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density | - | Cum. | - | - | |
Brick edgeing on both sides of the road of first class brick 8 cm (3") wide and 12 cm. deep laid with mud mortar all including labour & supply of bricks finished to the required template and in proper aligment and also including dressing and ramming the excavated earth as directed by Engineer in charge. As Per S.I No-765 | - | Km | - | - | |
Construction of shoulders with approved material obtained from excavation of pits spreading grading to reqired slope and compacted to meet requirement Specification. | - | Cum. | - | - | |
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . | - | Sqm. | - | - | |
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom . | - | Sqm. | - | - | |
Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 . | - | Sqm. | - | - |
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 • 0.63 MB
BOQ_2121872.xls
BOQ • 0.40 MB
t2.pdf
Tender Documents • 1.06 MB
Download all tender documents and submit your bid