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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC KOTTANGODAN HOUSE PANNIPPARA PO EDAVANNA MALAPPURAM | EDAVANNA | MALAPPURAM | KERALA | 676541 | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.9 L+₹72,080 (10.0%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MAMMED K T C L2 | ABDUL GAFOOR K L1 |
|---|---|---|---|---|---|
| 1.00RENOVATION OF CHERUVADI THAZHATHUMURI ROAD | |||||
| 1.00 | OD347942/2025-2026:(MODIFIED DATA OF 3.2 BY EXCLUDING TIPPER AND LOADING EQUIPMENT )Preparation of Foundation for Embankment <br>plugging/ Scarifying Existing Bituminous Surface to a Depth of 100 mm by Mechanical Means <br> Scarifying/plugging and compacting the existing bituminous road surface to a depth of 100 mm to prepare foundation for granular layers | 452.5 | sqm | 3.7 ₹1,674.25 | 3.3 ₹1,493.25 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 78 | cum | 72.4 ₹5,647.2 | 65.78 ₹5,130.84 Lowest |
| 1.00 | OD337815/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 31.2 | cum | 1,038.7 ₹32,407.44 | 944.28 ₹29,461.54 Lowest |
| 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 | 61.42 | cum | 3,794.9 ₹2,33,101.73 | 3,449.92 ₹2,11,911.34 Lowest |
| 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 | 702 | sqm | 88.2 ₹61,916.4 | 80.18 ₹56,286.36 Lowest |
| 1.01 | 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. | 702 | sqm | 20.6 ₹14,461.2 | 18.73 ₹13,148.46 Lowest |
| 1.01 | 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) | 702 | sqm | 266.8 ₹1,87,293.6 | 242.5 ₹1,70,235 Lowest |
| 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) | 23.76 | cum | 9,662.9 ₹2,29,590.5 | 8,784.48 ₹2,08,719.24 Lowest |
| 2.00THALAVANTHAZHATHU PAZHAMPARAMBU ROAD | |||||
Tender Value
₹7.2 L
EMD Value
₹18,004
Closing Date
30 Oct 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer LID EW Section Kodiyathoor GP
Assistant Engineer LID EW Section Kodiyathoor GP
Annual Plan-KODIYATHUR G.P Project no 150/26-RENOVATION OF CHERUVADI T H A Z H A T H U M U R I R O A D - T H A L A V A N T H A Z H A T H U PAZHAMPARAMBU ROAD-General Civil Work
2025_LSGD_813148_3
AE/LID EW/KDR/13/2025-26
Open Tender
Civil Works - Roads
Item Rate
Assistant Engineer LID EW Section Kodiyathoor GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,590
Yes
₹18,004
Yes
26 Dec 2025
22 Oct 2025
31 Oct 2025
22 Oct 2025
30 Oct 2025
22 Oct 2025
Amount
RENOVATION OF CHERUVADI THAZHATHUMURI ROAD
OD347942/2025-2026:(MODIFIED DATA OF 3.2 BY EXCLUDING TIPPER AND LOADING EQUIPMENT )Preparation of Foundation for Embankment <br>plugging/ Scarifying Existing Bituminous Surface to a Depth of 100 mm by Mechanical Means <br> Scarifying/plugging and compacting the existing bituminous road surface to a depth of 100 mm to prepare foundation for granular layers
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD337815/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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.
75.5.11.2.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)
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)
THALAVANTHAZHATHU PAZHAMPARAMBU ROAD
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)
MAMMED K T C (BID ID -2420760)
Bidder Name
MAMMED K T C
ABDUL GAFOOR K
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