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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Fee/PreQual/Technical/Finance KADAMANKAD AVU ROAD WARD 14 | CUDDALORE | TAMIL NADU | 605007 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.5 L+₹56,597.14 (14.4%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.6 L+₹64,333.81 (16.4%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | GEORGEKUTTY JOSEPH L3 | SAJU MATHEW L1 | DK INFRASOLUTIONS L2 |
|---|---|---|---|---|---|---|
| 1.00Maintenance | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 168 | sqm | 13.98 ₹2,348.64 | 12 ₹2,016 Lowest | 16 ₹2,688 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 8.4 | cum | 2,168.84 ₹18,218.26 | 1,863.05 ₹15,649.62 Lowest | 3,000 ₹25,200 |
| 1.00 | OD136551/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | 142.8 | sqm | 940.6 ₹1,34,317.68 | 807.98 ₹1,15,379.54 Lowest | 900 ₹1,28,520 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.81 | cum | 8,341.78 ₹23,423.72 | 7,165.65 ₹20,121.15 Lowest | 7,500 ₹21,060 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 41.64 | cum | 58.36 ₹2,430.11 | 50.13 ₹2,087.41 Lowest | 75 ₹3,123 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 34.35 | cum | 8,020.92 ₹2,75,542.66 | 6,890.04 ₹2,36,693.54 Lowest | 7,800 ₹2,67,953.4 |
Tender Value
₹5.2 L
EMD Value
₹13,065
Closing Date
3 Oct 2026, 10:00 amClosed
ASSITANT ENGINEER LID AND EW
O/o ASSITANT ENGINEER LID AND EW
Annual Plan-55/26-27-Madam Jn Iruttuthodu road Maintanance
2026_LSGD_872784_1
02/AE/2026-27
Open Tender
Civil Works - Roads
Item Rate
365 days
PURAPPUZHA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,155
Yes
₹13,065
Yes
8 Oct 2026
26 Sept 2026
5 Oct 2026
26 Sept 2026
3 Oct 2026
26 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 168 | sqm | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 8.4 | cum | - | - |
| 1.003 | OD136551/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | 142.8 | sqm | - | - |
| 1.004 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.81 | cum | - | - |
| 1.005 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 41.64 | cum | - | - |
| 1.006 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 34.35 | cum | - | - |
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