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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | L1 | Accepted-AOC lowest amount quoted | |
| 2 | Rejected-Technical AIKKATTUTHARA H KANINADU PUTHENCRUZE | KOZHIKODE | KERALA | 612906 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Krishnajith.R L1 | K B Balasubramanian L2 |
|---|---|---|---|---|---|
| 1.00maintenance | |||||
| 1.00 | OD505055/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way including clearing the roadway of any debris, levelling, cambering, etc. complete as per direction of Engineer in charge. | 146.3 | sqm | 31 ₹4,535.21 Lowest | 31.2 ₹4,564.47 |
| 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 | 21.95 | cum | 3,750 ₹82,297.5 Lowest | 3,750.64 ₹82,311.55 |
| 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 | 146.3 | sqm | 80 ₹11,703.76 Lowest | 80.37 ₹11,757.89 |
| 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. | 146.3 | sqm | 18.8 ₹2,750.38 Lowest | 18.89 ₹2,763.55 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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) | 146.3 | sqm | 289 ₹42,279.83 Lowest | 289.21 ₹42,310.56 |
| 1.01 | OD505057/2025-2026:Sectioning up to 150mm and forming the surface for new road way including clearing the roadway of any debris, levelling, cambering, etc. complete | 47.23 | sqm | 62 ₹2,927.95 Lowest | 62.4 ₹2,946.84 |
| 1.01 | OD493350/2025-2026:Providing Plain cement concrete for road work( Exclusive of form work )CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1 | 7.08 | cum | 9,195 ₹65,137.38 Lowest | 9,195.2 ₹65,138.8 |
Tender Value
₹2.1 L
EMD Value
₹5,295
Closing Date
10 Mar 2026, 2:20 pmClosed
OfficeofAssistant EngineerLIDEWSectionMudakuzhaGP
OfficeofAssistant EngineerLIDEWSectionMudakuzhaGP
243/25-26 Renovation of Thuruthy Mudikkirayi Road in Ward 6, 7 of Mudakuzha GP-Retarring
2026_LSGD_839790_7
10/AE/LSGD/MUDAKUZHA/25-26
Open Tender
Civil Works - Roads
Item Rate
Mudakuzha GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
₹5,295
30 Mar 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
maintenance
OD505055/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way including clearing the roadway of any debris, levelling, cambering, etc. complete as per direction of Engineer in charge.
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
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
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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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)
OD505057/2025-2026:Sectioning up to 150mm and forming the surface for new road way including clearing the roadway of any debris, levelling, cambering, etc. complete
OD493350/2025-2026:Providing Plain cement concrete for road work( Exclusive of form work )CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1
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