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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹35.0 L+₹63,343.30 (1.84%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | JINU MATHEW KURIAN L2 | ANVAR C M L1 |
|---|---|---|---|---|---|
| 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 | 328.05 | cum | 45 ₹14,762.25 Lowest | 45 ₹14,762.25 Lowest |
| 1.00 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. | 490.05 | cum | 64 ₹31,363.2 | 62 ₹30,383.1 Lowest |
| 1.00 | 4.1.B.2: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-VI - For sub-base cum drainage layer - Mix in Place Method | 245.03 | cum | 3,350 ₹8,20,833.75 Lowest | 3,362 ₹8,23,774.05 |
| 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. | 245.03 | cum | 3,350 ₹8,20,833.75 | 3,322 ₹8,13,973.05 Lowest |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 6 | cum | 2,400 ₹14,400 | 2,325 ₹13,950 Lowest |
| 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. | 6 | cum | 5,300 ₹31,800 | 5,079 ₹30,474 Lowest |
| 1.01 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 2.6 | cum | 2,200 ₹5,720 Lowest | 2,405 ₹6,253 |
| 1.01 | OD81797/2025-2026: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 12mm departmental broken stone and compacting with power roller to get a compact surface. | 2.6 | cum | 9,100 ₹23,660 | 8,766 ₹22,791.6 Lowest |
| 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. | 1,813.5 | sqm | 61 ₹1,10,623.5 | 57 ₹1,03,369.5 Lowest |
Tender Value
₹37.9 L
EMD Value
₹50,000
Closing Date
1 Sept 2025, 3:00 pmClosed
Executive Engineer
Executive Engineer, Roads division,Kottayam
DEPOSIT JJM 2025 26 Restoration of trenching done by KWA for JJM in Anickadu Church Road from 0 000 to 1 000 KmRestoration Work
2025_PWD_791172_1
PWD/RB/TR/13563/2023_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
3 Nov 2025
26 Aug 2025
3 Sept 2025
26 Aug 2025
1 Sept 2025
26 Aug 2025
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