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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.3 L+₹34,802.56 (8.91%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.5 L+₹56,502.51 (14.5%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHANTO PAULOSE L2 | MUHAMMAD SIDHIQUE L1 | Idukki Labour Contract Cooperative Society Ltd. No I-702 L3 |
|---|---|---|---|---|---|---|
| 1.00Road Concrete | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 64.8 | sqm | 13.41 ₹868.97 | 12.3 ₹797.04 Lowest | 100 ₹6,480 |
| 1.00 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 14.06 | cum | 171.76 ₹2,415.63 | 157.63 ₹2,216.91 Lowest | 300 ₹4,219.2 |
| 1.00 | 4.11.1: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. <br> (i) Using naturally occuring gravel | 3.98 | cum | 2,087.48 ₹8,297.73 | 1,915.78 ₹7,615.23 Lowest | 2,500 ₹9,937.5 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 51.46 | cum | 8,011.55 ₹4,12,242.32 | 7,352.61 ₹3,78,335.9 Lowest | 8,200 ₹4,21,939.2 |
| 1.00 | OD25612/2026-2027:Providing and fixing good Quality Granite name board of size 0.60mX0.30m with lettering, including of all cost, conveyance, labour chaarges etc.,complete | 1 | each | 1,675.4 ₹1,675.4 Lowest | 1,732.41 ₹1,732.41 | 4,624.1 ₹4,624.1 |
Tender Value
₹5.1 L
EMD Value
₹12,705
Closing Date
3 Oct 2026, 5:00 pmClosed
Assistant Engineer
Assistant Engineer LID and EW Section Pallivasal GP
PEECHADU ANGANAWADI SC UNNATHI ROAD
2026_LSGD_873085_1
12
Open Tender
Civil Works - Roads
Item Rate
45 days
peechadu
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,328
Yes
₹12,705
Yes
7 Oct 2026
25 Sept 2026
5 Oct 2026
25 Sept 2026
3 Oct 2026
25 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concrete | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 64.8 | sqm | - | - |
| 1.002 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 14.06 | cum | - | - |
| 1.003 | 4.11.1: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. <br> (i) Using naturally occuring gravel | 3.98 | cum | - | - |
| 1.004 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 51.46 | cum | - | - |
| 1.005 | OD25612/2026-2027:Providing and fixing good Quality Granite name board of size 0.60mX0.30m with lettering, including of all cost, conveyance, labour chaarges etc.,complete | 1 | each | - | - |
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