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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED. | |
| 2 | L2₹21.2 L+₹21,222.46 (1.01%)Rejected-Finance | L2 | Rejected-Finance L1 AGREEMENT EXECUTED. |
| Sl No | Description | Qty | Unit | SHIJU THOMAS L1 | RENY SHIJU L2 |
|---|---|---|---|---|---|
| 1.00Road 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 | 180 | cum | 49.28 ₹8,870.4 Lowest | 49.78 ₹8,960.4 |
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br> | 720 | sqm | 6.09 ₹4,384.8 Lowest | 6.16 ₹4,435.2 |
| 1.00 | 4.1.B.1: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-V - For sub-base cum drainage layer - Mix in Place Method | 102 | cum | 3,558.77 ₹3,62,994.54 Lowest | 3,594.72 ₹3,66,661.44 |
| 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. | 102 | cum | 3,618.86 ₹3,69,123.72 Lowest | 3,655.42 ₹3,72,852.84 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 14.91 | cum | 2,533.13 ₹37,768.97 Lowest | 2,558.72 ₹38,150.52 |
| 1.01 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 14.91 | cum | 5,505.61 ₹82,088.65 Lowest | 5,561.23 ₹82,917.94 |
| 1.01 | 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. | 720 | sqm | 63.16 ₹45,475.2 Lowest | 63.8 ₹45,936 |
| 1.01 | 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. | 3,280 | sqm | 12.24 ₹40,147.2 Lowest | 12.37 ₹40,573.6 |
| 1.01 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 720 | sqm | 14.85 ₹10,692 Lowest | 15 ₹10,800 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
29 Jan 2026, 4:00 pmClosed
EXECUTIVE ENGINEER
Executive Engineer Pwd Roads Division Idukki Painave
GENERAL-FDR- 2025 -2026 Providing 20 mm Close Graded Chipping Carpet to 2/2 KS road and 10/2 TA road ch.8/500 to 9/500-Road Work Generaal Civil work
2026_PWD_829965_1
75/EE/2025-26
Open Tender
Civil Works - Roads
Item Rate
90 days
THODUPUZHA
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
3 Oct 2026
22 Jan 2026
31 Jan 2026
22 Jan 2026
29 Jan 2026
22 Jan 2026
Road 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
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>
4.1.B.1: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-V - For sub-base cum drainage layer - 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.
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
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.
5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
OD268131/2025-2026:Providing laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to .9mm(Type A) or 13.2 mm to .9mm (Type B) aggregate using penetration grade bitumen to required line ,grade and level to serve as wearing course on previously prepared base.including mixing in asuitable plant laying and rolling with afree wheel 8-10 kN static roller and finishing to required level and grades as per Technical specification
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