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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.5 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹25.1 L+₹58,986.87 (2.41%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹25.4 L+₹87,019.93 (3.55%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹28.2 L+₹3.7 L (15.1%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | JOHN C THOMAS L2 | RAJEEV KUMAR P R L1 | BINU K ABRAHAM L3 | Anthyalankavu Engineering & Labour Contract Society Ltd No 321 L4 |
|---|---|---|---|---|---|---|---|
| 1.00Valankara Medical center padi road renovation | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 1,446 | sqm | 7.8 ₹11,278.8 Lowest | 16.01 ₹23,150.46 | 16 ₹23,136 | 16 ₹23,136 |
| 1.00 | 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 | 74 | cum | 3,750 ₹2,77,500 | 3,750.64 ₹2,77,547.36 | 3,659 ₹2,70,766 Lowest | 4,500 ₹3,33,000 |
| 1.00 | 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 | 668 | sqm | 80 ₹53,440 Lowest | 80.37 ₹53,687.16 | 80 ₹53,440 Lowest | 80 ₹53,440 Lowest |
| 1.00 | 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. | 668 | sqm | 18.9 ₹12,625.2 | 18.89 ₹12,618.52 Lowest | 18.89 ₹12,618.52 Lowest | 25 ₹16,700 |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 668 | sqm | 302 ₹2,01,736 | 291.68 ₹1,94,842.24 Lowest | 291.68 ₹1,94,842.24 Lowest | 450 ₹3,00,600 |
| 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) | 156.42 | cum | 9,400 ₹14,70,348 | 8,962.4 ₹14,01,898.61 Lowest | 9,563.75 ₹14,95,961.78 | 9,999 ₹15,64,043.58 |
| 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) | 52.39 | cum | 9,100 ₹4,76,721.7 Lowest | 9,186.73 ₹4,81,265.22 | 9,186.73 ₹4,81,265.22 | 9,999 ₹5,23,817.61 |
| 1.01 | OD483687/2025-2026:Supplying and fixing name board with an area .5m2 engraving letters as per direction of in
charge | 1 | each | 3,500 ₹3,500 | 3,153.26 ₹3,153.26 | 3,153 ₹3,153 Lowest | 3,153 ₹3,153 Lowest |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
19 Mar 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
LIDEW DIVISION PTA
LAC-ADS-2025-26 Thiruvalla LAC Adv Shri Mathew T Thomas MLA Valankara MTLP School - Medical Centre Padi Road construction -Ward 4 Puramattom GP General Civil Work
2026_LSGD_845762_9
14/2025-26/EE/LIDEW/PTA
Open Tender
Civil Works - Roads
Item Rate
180 days
PATHANAMTHITTA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
1 Oct 2026
11 Mar 2026
23 Mar 2026
11 Mar 2026
19 Mar 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Valankara Medical center padi road renovation | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 1,446 | sqm | - | - |
| 1.002 | 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 | 74 | cum | - | - |
| 1.003 | 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 | 668 | sqm | - | - |
| 1.004 | 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. | 668 | sqm | - | - |
| 1.005 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 668 | sqm | - | - |
| 1.006 | 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) | 156.42 | cum | - | - |
| 1.007 | 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) | 52.39 | cum | - | - |
| 1.008 | OD483687/2025-2026:Supplying and fixing name board with an area .5m2 engraving letters as per direction of in
charge | 1 | each | - | - |
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