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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC | ₹4.8 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹4.9 L+₹4,862.83 (1.01%)Rejected-AOC THRISSUR THRISSUR KERALA 680582 | THRISSUR | KERALA | 680582 | ₹4.9 L+₹4,862.83 (1.01%) | L2 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | P C Devassy L2 | edakkalathur construction L1 |
|---|---|---|---|---|---|
| 1.00restoration | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 107.68 | cum | 441.5 ₹47,540.72 | 437.09 ₹47,065.85 Lowest |
| 1.00 | OD458607/2025-2026: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. | 53.84 | cum | 2,461.69 ₹1,32,537.39 | 2,437.07 ₹1,31,211.85 Lowest |
| 1.00 | OD460301/2025-2026:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to
wet mix macadam specification including premixing the material with water at OMC in
mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform
layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel
roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and
maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification
Clause 406. By Mechanical Means with 1 km lead | 53.84 | cum | 3,747.98 ₹2,01,791.24 | 3,710.5 ₹1,99,773.32 Lowest |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 269.2 | sqm | 80.37 ₹21,635.6 | 79.57 ₹21,420.24 Lowest |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 269.2 | sqm | 18.89 ₹5,085.19 | 18.7 ₹5,034.04 Lowest |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 269.2 | sqm | 289.21 ₹77,855.33 | 286.32 ₹77,077.34 Lowest |
Tender Value
₹4.9 L
EMD Value
₹12,161
Closing Date
5 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
LID EW Section Avanur Gramapanchayath
Papanagar main road varadium karuvan road restoration Ward 13 367/26
2026_LSGD_841149_3
T13/2025-26/AE/LSGD/AVR
Open Tender
Civil Works - Roads
Item Rate
180 days
LID EW Section Avanur Gramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,075
Yes
₹12,161
Yes
10 Jul 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1restoration | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | - | - |
| 1.002 | OD458607/2025-2026: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 | - | - |
| 1.003 | OD460301/2025-2026:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to
wet mix macadam specification including premixing the material with water at OMC in
mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform
layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel
roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and
maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification
Clause 406. By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.004 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 1 | sqm | - | - |
| 1.005 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 1 | sqm | - | - |
| 1.006 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 1 | sqm | - | - |
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