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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹21.6 LAccepted-AOC | ₹21.6 L | 1 | Accepted-AOC L1 |
| 2 | 2₹22.0 LRejected-AOC | ₹22.0 L | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MANOJ MATHEW L2 | PALATHRA CONSTRUCTIONS PVT LTD L1 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 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. | 115.53 | sqm | 323.59 ₹37,384.35 | 315 ₹36,391.95 |
| 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. | 3,387.4 | sqm | 15.79 ₹53,487.05 | 15.5 ₹52,504.70 |
| 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) | 3,387.4 | sqm | 302.65 ₹10.3 L | 296 ₹10.0 L |
| 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. | 236.6 | sqm | 17 ₹4,022.20 | 17 ₹4,022.20 |
| 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) | 35.49 | cum | 9,563 ₹3.4 L | 9,370 ₹3.3 L |
| 1.01 | OD240760/2025-2026:Main item 3.1 Surace dressing of ground including removing vegetation and in equalities not exceeding 15 cm
deep and disposal of rubbish lead up to 50m and lit 50m and 1.5m .All kinds of soil | 580.08 | per sqm | 35 ₹20,302.80 | 35 ₹20,302.80 |
| 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) | 78.31 | cum | 9,193 ₹7.2 L | 9,000 ₹7.0 L |
| 1.01 | OD309916/2025-2026:SUPPLYING AND FIXING NAME BOARD | 1 | each | 3,630 ₹3,630 | 3,600 ₹3,600 |
Tender Value
₹22.0 L
EMD Value
₹50,000
Closing Date
31 Dec 2025, 3:00 pmClosed
EXECUTIVE ENGINEER
LSGD DIVISION, JILLA PANCHAYATH, KOTTAYAM
LAC-ADS- 24113/2025-26 MLA-LAC-ADS - Kanjirappally Constituency Sri.Jayaraj MLA Improvements to Poovathumkuzhi Kakkuzhipadi Road in Vazhoor GP- General Civil Work
2025_LSGD_823349_2
20/2025-26/EE/LID and EW
Open Tender
Civil Works - Roads
270 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
7 Feb 2026
23 Dec 2025
1 Jan 2026
23 Dec 2025
31 Dec 2025
23 Dec 2025
Amount
Retarring
75.5.5.A.1pb:Modified Penetration Macadam 50 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)
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.
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)
OD240760/2025-2026:Main item 3.1 Surace dressing of ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish lead up to 50m and lit 50m and 1.5m .All kinds of soil
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)
OD309916/2025-2026:SUPPLYING AND FIXING NAME BOARD
MANOJ MATHEW (BID ID -2450648)
Bidder Name
MANOJ MATHEW
PALATHRA CONSTRUCTIONS PVT LTD
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