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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹28.9 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹29.2 L+₹30,930.30 (1.07%)Rejected-AOC | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SAJID K A L1 | SABU SEBASTIAN L2 |
|---|---|---|---|---|---|
| 1.00concrete | |||||
| 1.00 | OD443788/2025-2026:Surface dressing of ground including removing vegitation and in equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50m and lift upto 1.50m.All kinds of soil. | 424 | sqm | 34.65 ₹14,691.6 Lowest | 35 ₹14,840 |
| 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) | 34.02 | cum | 9,315 ₹3,16,896.3 Lowest | 9,420 ₹3,20,468.4 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 68.04 | cum | 9,305.8 ₹6,33,166.63 Lowest | 9,410 ₹6,40,256.4 |
| 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) | 24.65 | cum | 8,947.85 ₹2,20,564.5 Lowest | 9,048 ₹2,23,033.2 |
| 2.00Tarring & Re Tarring | |||||
| 2.00 | OD443780/2025-2026:Scarifying existing road surface to a depth of 150mm and compacting the aggregates obtained form scarification with power roller as per direction of departmental officers at site | 819 | sqm | 7.6 ₹6,224.4 Lowest | 7.6 ₹6,224.4 Lowest |
| 2.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 147.72 | cum | 3,653.1 ₹5,39,635.93 Lowest | 3,694 ₹5,45,677.68 |
| 2.00 | 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 | 984.8 | sqm | 78.2 ₹77,011.36 Lowest | 80.37 ₹79,148.38 |
| 2.00 | 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 984.8 | sqm | 18.35 ₹18,071.08 Lowest | 18.89 ₹18,602.87 |
Tender Value
₹29.7 L
EMD Value
₹50,000
Closing Date
15 Jun 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER LID and EW Division Kottayam
LAC-ADS-MLA- LAC- ADS- Puthupally LAC- 2025-26- 25866- Sri. Chandy Oommen MLA--Construction of Chalunkalpadi Mamoottilpadi road ward 8 13 Puthupally Grama Panchayath General Civil Work
2026_LSGD_854730_3
1/2026-27/EE/LIDEW
Open Tender
Civil Works - Roads
Item Rate
180 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
23 Jul 2026
8 Jun 2026
16 Jun 2026
8 Jun 2026
15 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1concrete | |||||
| 1.001 | OD443788/2025-2026:Surface dressing of ground including removing vegitation and in equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50m and lift upto 1.50m.All kinds of soil. | - | sqm | - | - |
| 1.002 | 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) | - | cum | - | - |
| 1.003 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 2Tarring & Re Tarring | |||||
| 2.001 | OD443780/2025-2026:Scarifying existing road surface to a depth of 150mm and compacting the aggregates obtained form scarification with power roller as per direction of departmental officers at site | - | sqm | - | - |
| 2.002 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 1 | cum | - | - |
| 2.003 | 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 | - | - |
| 2.004 | 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1 | sqm | - | - |
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