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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.9 LAccepted-AOC | ₹16.9 L | 1 | Accepted-AOC L1 |
| 2 | 2₹16.9 LRejected-AOC | ₹16.9 L | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Devi Constructions L1 | Krishnakumar.g L2 |
|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | |||||
| 1.00 | OD426289/2025-2026:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface
to a Depth of 150 mm by Mechanical Means and recompacting the aggregate received from scarifying witha three wheel 80-100 KN static roller | 480 | sqm | 7.79 ₹3,739.20 | 7.8 ₹3,744 |
| 1.00 | OD426402/2025-2026:Quarry muck MoRD (with roller):- Construction of granular sub base by providing local materials by spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 quarry muck (with roller) | 72 | cum | 1,252.83 ₹90,203.76 | 1,254.08 ₹90,293.76 |
| 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) | 72 | cum | 9,554.19 ₹6.9 L | 9,563.75 ₹6.9 L |
| 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. | 240.22 | sqm | 405.7 ₹97,456.85 | 406.11 ₹97,555.34 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,882 | sqm | 15.77 ₹29,679.14 | 15.79 ₹29,716.78 |
| 1.01 | 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) | 1,882 | sqm | 288.92 ₹5.4 L | 289.21 ₹5.4 L |
| 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) | 25.81 | cum | 9,177.54 ₹2.4 L | 9,186.73 ₹2.4 L |
| 1.01 | OD426290/2025-2026:Provision for providing and fixing granite name board of required size showing details of proposed work as per the direction of Engineer in charge etc. complete | 1 | each | 3,565.26 ₹3,565.26 | 3,568.83 ₹3,568.83 |
Tender Value
₹16.9 L
EMD Value
₹42,373
Closing Date
4 Mar 2026, 10:00 amClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER LID and EW Division Kottayam
LAC-ADS-LAC-ADS-VAIKOM CONSTITUENCY-C K ASHA,MLA-2024-25-Chembu G P Construction of Rajankavala-Mukalel road in ward-4-General Civil Work(Retender)
2026_LSGD_839917_7
27/2025-26/EE/LIDEW
Open Tender
Civil Works - Roads
270 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,373
Yes
19 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
ROAD MAINTENANCE
OD426289/2025-2026:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means and recompacting the aggregate received from scarifying witha three wheel 80-100 KN static roller
OD426402/2025-2026:Quarry muck MoRD (with roller):- Construction of granular sub base by providing local materials by spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 quarry muck (with roller)
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)
75.5.5.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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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)
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)
OD426290/2025-2026:Provision for providing and fixing granite name board of required size showing details of proposed work as per the direction of Engineer in charge etc. complete
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