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| Sl No | Description | Qty | Unit | JIBY PAUL L2 | Suresh L1 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.00 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means | 0.29 | Hectare | 55,046.7 ₹16,128.68 | 50,500 ₹14,796.5 Lowest |
| 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 | 4,302 | sqm | 6.71 ₹28,866.42 | 6 ₹25,812 Lowest |
| 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 | 323.78 | cum | 54.26 ₹17,568.3 | 45 ₹14,570.1 Lowest |
| 1.00 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | 175.68 | cum | 4,047.87 ₹7,11,129.8 | 3,500 ₹6,14,880 Lowest |
| 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. | 429.21 | cum | 3,984.41 ₹17,10,148.62 | 3,475 ₹14,91,504.75 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. | 5,449.2 | sqm | 69.54 ₹3,78,937.37 | 63 ₹3,43,299.6 Lowest |
| 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. | 5,449.2 | sqm | 16.35 ₹89,094.42 | 15 ₹81,738 Lowest |
| 1.01 | OD242900/2025-2026:Providing, laying and rolling of close graded pre mix surfacing material of 40mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggragates using ciscosity grade bitumen (VG-30) to he required line ,grade and level to serve as a 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 required level and grade. | 5,449.2 | sqm | 466.64 ₹25,42,814.69 | 428 ₹23,32,257.6 Lowest |
| 1.01 | OD243323/2025-2026:Granular sub base /base/ surface course with local materials (table.400.13)(Modified 4.11.2 Filling with quarry waste filling up low lying and water logged areas with local material/ quarry waste ,spreading in layers, levelling the top at site and consolidation by ramming , etc. complete for improving the CBR value of subgrade | 59.96 | cum | 1,977.21 ₹1,18,553.51 | 1,815 ₹1,08,827.4 Lowest |
Tender Value
₹59.3 L
EMD Value
₹50,000
Closing Date
30 Jul 2026, 6:00 pmClosed
Executive Engineer
LSGD DIVISION THRISSUR DISTRICT PANCHAYATH
110583 GENERAL-General Kerala Budget 2025-26 Construction Of (40 MSS) Kalady to Vettukadavu Road Meloor GP-In chalakudy BP-General Civil Work
2026_LSGD_861814_25
TN 2/2026-27
Open Tender
Civil Works - Roads
Item Rate
270 days
AYYANTHOLE
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
18 Aug 2026
23 Jul 2026
1 Aug 2026
23 Jul 2026
30 Jul 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means | 1 | Hectare | - | - |
| 1.002 | 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 | - | sqm | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | - | cum | - | - |
| 1.005 | 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. | 1 | cum | - | - |
| 1.006 | 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 | sqm | - | - |
| 1.007 | 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. | 1 | sqm | - | - |
| 1.008 | OD242900/2025-2026:Providing, laying and rolling of close graded pre mix surfacing material of 40mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggragates using ciscosity grade bitumen (VG-30) to he required line ,grade and level to serve as a 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 required level and grade. | 1 | sqm | - | - |
| 1.009 | OD243323/2025-2026:Granular sub base /base/ surface course with local materials (table.400.13)(Modified 4.11.2 Filling with quarry waste filling up low lying and water logged areas with local material/ quarry waste ,spreading in layers, levelling the top at site and consolidation by ramming , etc. complete for improving the CBR value of subgrade | - | cum | - | - |
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