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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹54.5 L+₹12.6 L (30.0%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Tilby Joseph L2 | Idukki Labour Contract Cooperative Society Ltd. No I-702 L1 |
|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||
| 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 | 0.78 | Hectare | 58,863.92 ₹45,972.72 | 49,996.54 ₹39,047.3 Lowest |
| 1.00 | 10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor | 1,098 | sqm | 45.73 ₹50,211.54 | 30.42 ₹33,401.16 Lowest |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 52.55 | cum | 2,814.53 ₹1,47,903.55 | 2,533.13 ₹1,33,115.98 Lowest |
| 1.00 | 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. | 52.55 | cum | 6,988.85 ₹3,67,264.07 | 5,577.1 ₹2,93,076.61 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 | 690 | sqm | 9.16 ₹6,320.4 | 6.1 ₹4,209 Lowest |
| 1.01 | 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 | 12 | cum | 3,954.2 ₹47,450.4 | 3,558.77 ₹42,705.24 Lowest |
| 1.01 | 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. | 94.5 | cum | 4,021.42 ₹3,80,024.19 | 3,618.87 ₹3,41,983.22 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. | 630 | sqm | 97.65 ₹61,519.5 | 65.79 ₹41,447.7 Lowest |
| 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. | 10,230 | sqm | 20.1 ₹2,05,623 | 12.51 ₹1,27,977.3 Lowest |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
24 Sept 2026, 11:00 amClosed
Executive Engineer
PWD Roads Division Idukki
GENERAL-Budget Work 2025-26 (Substitution) Providing 20mm Bit Chipping Carpet work at Millumpady Ettikavala at ch 0/000 to 3/600 in Mariyapuram Grama Panchayat
2026_PWD_863262_2
16/EE/2026-27
Open Tender
Civil Works - Roads
Item Rate
120 days
Mariyapuram
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
5 Oct 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
24 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DETAILED ESTIMATE | |||||
| 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 | 0.78 | Hectare | - | - |
| 1.002 | 10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor | 1,098 | sqm | - | - |
| 1.003 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 52.55 | cum | - | - |
| 1.004 | 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. | 52.55 | cum | - | - |
| 1.005 | 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 | 690 | sqm | - | - |
| 1.006 | 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 | 12 | cum | - | - |
| 1.007 | 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. | 94.5 | cum | - | - |
| 1.008 | 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. | 630 | sqm | - | - |
| 1.009 | 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. | 10,230 | sqm | - | - |
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