Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-AOC | ₹2.6 L | L1 | Accepted-AOC L1 admitted |
| 2 | L2₹2.8 LRejected-Finance | ₹2.8 L | L2 | Rejected-Finance L2 |
| 3 | L3₹2.9 LRejected-Finance | ₹2.9 L | L3 | Rejected-Finance L3 |
| 4 | L4₹3.0 LRejected-Finance | ₹3.0 L | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | JABIR USMAN C.K. L1 | M MURUKESAN L3 | FAYIS P. L2 | JOHN MARTIN P L4 |
|---|---|---|---|---|---|---|---|
| 1.00Restoration work | |||||||
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 15 | cum | 49.78 ₹746.70 | 53.13 ₹796.95 | 52.27 ₹784.05 | 55.8 ₹837 |
| 1.00 | OD110508/2025-2026:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method | 12 | cum | 3,536.33 ₹42,435.96 | 3,874.41 ₹46,492.92 | 3,713.51 ₹44,562.12 | 4,069.01 ₹48,828.12 |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 29.35 | cum | 3,655.05 ₹1.1 L | 4,002.68 ₹1.2 L | 3,838.19 ₹1.1 L | 4,203.73 ₹1.2 L |
| 1.00 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 258.5 | sqm | 63.14 ₹16,321.69 | 69.15 ₹17,875.28 | 66.31 ₹17,141.14 | 72.62 ₹18,772.27 |
| 1.00 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 412.5 | sqm | 12.28 ₹5,065.50 | 13.45 ₹5,548.13 | 12.89 ₹5,317.13 | 14.12 ₹5,824.50 |
| 1.01 | 5.7.1:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade. | 412.5 | sqm | 219.87 ₹90,696.38 | 240.78 ₹99,321.75 | 230.88 ₹95,238 | 252.87 ₹1.0 L |
Tender Value
₹2.6 L
EMD Value
₹6,564
Closing Date
21 Oct 2025, 11:00 amClosed
O/o Assistant Executive Engineer PWD Roads Sub Div
O/o Assistant Executive Engineer PWD Roads Sub Division, Chittur ,Palakkad.
DEPOSIT Restoration work for ERUTHEMPATHY POTHIKKAL PUDUR Road Ch 6 220 for KIIFB-KIIDC Extension Moolathara Right Bank Canal aganist ROW/10129576/141004
2025_PWD_808234_1
PWD/RB/TR/14489/2025_5_1_1/2
Open Tender
Civil Works - Roads
120 days
CHITTUR
Please refer Tender documents.
11 documents required · 11 mandatory
₹580
Yes
₹6,564
Yes
29 Dec 2025
10 Oct 2025
23 Oct 2025
10 Oct 2025
21 Oct 2025
10 Oct 2025
Amount
Restoration work
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
OD110508/2025-2026:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
5.7.1:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade.
FAYIS P. (BID ID -2399740)
M MURUKESAN (BID ID -2391129)
JOHN MARTIN P (BID ID -2391140)
Bidder Name
JABIR USMAN C.K.
FAYIS P.
M MURUKESAN
JOHN MARTIN P
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1347665.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 • 0.05 MB
BOQ_1347665.xls
BOQ • 0.30 MB
viewsbd.pdf
Tender Documents • 1.63 MB
Download all tender documents and submit your bid
