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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.8 LAccepted-AOC | ₹16.8 L | 1 | Accepted-AOC L1 |
| 2 | 2₹16.9 LRejected-AOC | ₹16.9 L | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ALAN UTHUPPAN L1 | N C Mathukutty L2 |
|---|---|---|---|---|---|
| 1.00Road Construction | |||||
| 1.00 | OD321979/2025-2026:Scarifying existing road surface to a depth of 150mm and compacting the aggregates obtained from scarification with power roller , as per direction of departmental officers at site. | 900 | per sqm | 7.75 ₹6,975 | 7.8 ₹7,020 |
| 1.00 | 4.9: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 | 65.3 | cum | 3,728.13 ₹2.4 L | 3,750.64 ₹2.4 L |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 653 | sqm | 79.88 ₹52,161.64 | 80.37 ₹52,481.61 |
| 1.00 | 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 653 | sqm | 18.77 ₹12,256.81 | 18.89 ₹12,335.17 |
| 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) | 653 | sqm | 287.47 ₹1.9 L | 289.21 ₹1.9 L |
| 1.01 | OD322220/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish , lead up o 50 m and lift up to 1.5m. All kinds of soil. | 274.35 | sqm | 35.4 ₹9,711.99 | 35.62 ₹9,772.35 |
| 1.01 | 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) | 94.07 | cum | 9,506.36 ₹8.9 L | 9,563.75 ₹9.0 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) | 30.14 | cum | 9,131.6 ₹2.8 L | 9,186.73 ₹2.8 L |
| 1.01 | OD321980/2025-2026:Supplying and fixing Granite nameboard | 1 | each | 2,485 ₹2,485 | 2,500 ₹2,500 |
Tender Value
₹16.9 L
EMD Value
₹42,361
Closing Date
23 Jan 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
LSGD DIVISION, JILLA PANCHAYATH, KOTTAYAM
LAC- ADS- 2025-26 - 24374- Changanassery Constituency- Adv. Job Michel MLA- Construction of Malamkavupady Adavichirapadam Road Ward 05 - Paippadu Grama Panchayath- General Civil Work
2026_LSGD_827923_2
21/2025-26/EE/LID and EW
Open Tender
Civil Works - Roads
365 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹42,361
Yes
24 Feb 2026
16 Jan 2026
24 Jan 2026
16 Jan 2026
23 Jan 2026
16 Jan 2026
Road Construction
OD321979/2025-2026:Scarifying existing road surface to a depth of 150mm and compacting the aggregates obtained from scarification with power roller , as per direction of departmental officers at site.
4.9: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
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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
75.5.2.3pb: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 granular surfaces treated with primer & 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)
OD322220/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish , lead up o 50 m and lift up to 1.5m. All kinds of soil.
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)
75.8.1.1.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)
OD321980/2025-2026:Supplying and fixing Granite nameboard
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