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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹25.8 LAccepted-AOC THEKKEKARA MAKKAPPALLIL PUTHENCHANTHA P O | KERALA | ₹25.8 L | 1 | Accepted-AOC L1 |
| 2 | 2₹25.8 LRejected-AOC | ₹25.8 L | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Shaji Andrews L1 | SIBY ABRAHAM L2 |
|---|---|---|---|---|---|
| 1.00Road Renovation | |||||
| 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. | 250.85 | sqm | 406 ₹1.0 L | 406.11 ₹1.0 L |
| 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. | 3,204 | sqm | 15.79 ₹50,591.16 | 15.79 ₹50,591.16 |
| 1.00 | 75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical 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 Mechanical Means Type A (II) Bitumen (S-65) | 3,204 | sqm | 233 ₹7.5 L | 233.58 ₹7.5 L |
| 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 | 74.76 | cum | 441 ₹32,969.16 | 441.5 ₹33,006.54 |
| 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) | 179.42 | cum | 9,182 ₹16.5 L | 9,186.73 ₹16.5 L |
| 1.01 | OD398628/2025-2026:Supplying and fixing nameboard | 1 | each | 2,500 ₹2,500 | 2,500 ₹2,500 |
Tender Value
₹25.8 L
EMD Value
₹50,000
Closing Date
30 Jan 2026, 2:00 pmClosed
EXECUTIVE ENGINEER
LSGD DIVISION, JILLA PANCHAYATH, KOTTAYAM
LAC-ADS- 2022-2023 22589 Sri Adv Job Michel MLA Changanassery Constituency -Kottamuri Peedikappadi Road Thrikkodithanam GP- General Civil Work
2026_LSGD_829293_1
22/2025-26/EE/LID and EW
Open Tender
Civil Works - Roads
180 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
13 Feb 2026
20 Jan 2026
31 Jan 2026
20 Jan 2026
30 Jan 2026
20 Jan 2026
Road Renovation
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.
75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical 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 Mechanical Means Type A (II) Bitumen (S-65)
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
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)
OD398628/2025-2026:Supplying and fixing nameboard
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