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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6 LAccepted-AOC | ₹6 L Quoted ₹5.1 L | 1 | Accepted-AOC Lowest rate |
| 2 | 2₹5.2 L+₹14,019 (2.76%)Rejected-AOC NELLIPPILLY HOUSE MATTATHUR P O VASUPURAM | PALAKKAD | KERALA | 678001 | ₹5.2 L+₹14,019 (2.76%) | 2 | Rejected-AOC Highest Rate |
| Sl No | Description | Qty | Unit | avbabu L1 | NIDHIN JOHN L2 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 58.42 | sqm | 406.11 ₹23,724.95 Lowest | 500 ₹29,210 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 585 | sqm | 18.89 ₹11,050.65 Lowest | 18.89 ₹11,050.65 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 585 | sqm | 289.21 ₹1,69,187.85 Lowest | 289.21 ₹1,69,187.85 Lowest |
| 2.00side protection | |||||
| 2.00 | 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 | 17.25 | cum | 441.5 ₹7,615.88 Lowest | 441.5 ₹7,615.88 Lowest |
| 2.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 17.3 | cum | 66.84 ₹1,156.33 Lowest | 66.84 ₹1,156.33 Lowest |
| 2.00 | OD451001/2025-2026:DRY RUBBLE MASONRY -with hard stone ,foundation and superstructure including packing to compactness to lines and levels cost conveyance of all materials labour charges etc, complete as per approved drawing and relevant technical specification.(modified 75.7.1) | 24.66 | cum | 4,845.91 ₹1,19,500.14 Lowest | 5,000 ₹1,23,300 |
| 2.00 | OD451000/2025-2026: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. | 6.92 | cum | 2,461.69 ₹17,034.89 Lowest | 2,461.69 ₹17,034.89 Lowest |
| 2.00 | 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) | 13.69 | cum | 9,554.21 ₹1,30,825.8 Lowest | 9,900 ₹1,35,560.7 |
Tender Value
₹6 L
EMD Value
₹15,000
Closing Date
9 Jun 2026, 5:00 pmClosed
SECRETARY
MALA GRAMAPANCHAYAT MALA PO THRISSUR 680732
VATTAKKOTTA ANGANVADI ROAD
2026_DP_853790_1
MLA-SDF-2024-25
Open Tender
Civil Works - Roads
Item Rate
VATTAKKOTTA ANGANVADI ROAD
Please refer Tender documents.
1 document required · 1 mandatory
₹1,325
Yes
₹15,000
Yes
24 Aug 2026
2 Jun 2026
11 Jun 2026
2 Jun 2026
9 Jun 2026
2 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retarring | |||||
| 1.001 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | - | sqm | - | - |
| 1.002 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.003 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | - | sqm | - | - |
| 2side protection | |||||
| 2.001 | 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 | - | cum | - | - |
| 2.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | - | cum | - | - |
| 2.003 | OD451001/2025-2026:DRY RUBBLE MASONRY -with hard stone ,foundation and superstructure including packing to compactness to lines and levels cost conveyance of all materials labour charges etc, complete as per approved drawing and relevant technical specification.(modified 75.7.1) | - | cum | - | - |
| 2.004 | OD451000/2025-2026: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. | - | cum | - | - |
| 2.005 | 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) | 1 | cum | - | - |
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