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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.7 LAccepted-AOC | 1 | Accepted-AOC lowest | |
| 2 | 2₹4.7 L+₹33,502 (7.75%)Rejected-AOC | 2 | Rejected-AOC higher rate |
| Sl No | Description | Qty | Unit | PHILIP THOMAS L1 | ASHRAF E K L2 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 8.37 | cum | 409 ₹3,421.29 Lowest | 441 ₹3,688.97 |
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 6.89 | cum | 873 ₹6,019.34 Lowest | 941 ₹6,488.2 |
| 1.00 | OD365579/2025-2026:DRY RUBBLE MASONRY -Dry rubble without levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials, labour charges etc.complete as per direction of deptl. officers at site. | 21.55 | cum | 3,860 ₹83,167.56 Lowest | 4,160 ₹89,631.36 |
| 1.00 | 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) | 0.74 | cum | 8,524 ₹6,299.24 Lowest | 9,186 ₹6,788.45 |
| 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. | 114 | sqm | 14.8 ₹1,687.2 Lowest | 16 ₹1,824 |
| 1.01 | OD365586/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation's and in equalities not exceeding 15 cm deep and disposal of rubbish lead up to 50m and lift up to 1.50m. | 135.6 | sqm | 33 ₹4,474.8 Lowest | 35 ₹4,746 |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 3.79 | cum | 3,096 ₹11,749.32 Lowest | 3,337 ₹12,663.92 |
| 1.01 | 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) | 25.2 | cum | 8,874 ₹2,23,624.8 Lowest | 9,563 ₹2,40,987.6 |
| 1.01 | 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) | 10.36 | cum | 8,866 ₹91,842.89 Lowest | 9,554 ₹98,969.89 |
Tender Value
₹4.7 L
EMD Value
₹11,648
Closing Date
21 Jan 2026, 3:00 pmClosed
Assistant Engineer
LIDEW Vellavoor GP
258/2025-26- Improvements to Kadayanickadu LPS 8th mile road.
2026_LSGD_826454_2
05/25-26
Open Tender
Civil Works - Roads
Item Rate
Manimala
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,030
₹11,648
21 Apr 2026
14 Jan 2026
22 Jan 2026
14 Jan 2026
21 Jan 2026
14 Jan 2026
Road maintenance
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
OD365579/2025-2026:DRY RUBBLE MASONRY -Dry rubble without levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials, labour charges etc.complete as per direction of deptl. officers at site.
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)
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.
OD365586/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation's and in equalities not exceeding 15 cm deep and disposal of rubbish lead up to 50m and lift up to 1.50m.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
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)
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