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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC WAYANAD | KERALA | 670644 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹5.0 L+₹2,428.48 (0.48%)Rejected-AOC | L2 | Rejected-AOC High value | |
| 3 | L3₹5.0 L+₹2,520.94 (0.50%)Rejected-AOC | L3 | Rejected-AOC High value |
| Sl No | Description | Qty | Unit | SUDHAKARAN P N L1 | M. N Mohanan L3 | BIJU PETER L2 |
|---|---|---|---|---|---|---|
| 1.00Road renovation | ||||||
| 1.00 | OD445797/2025-2026:Scarfying existing road surface to a depth of 150mm and compacting the aggregates obtained from scarification with power roller. as per Dptl official at site. | 399 | sqm | 7.76 ₹3,096.24 Lowest | 7.8 ₹3,112.2 | 7.8 ₹3,112.2 |
| 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 | 42.75 | cum | 3,731.89 ₹1,59,538.3 Lowest | 3,750.64 ₹1,60,339.86 | 3,750 ₹1,60,312.5 |
| 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 | 570 | sqm | 79.97 ₹45,582.9 Lowest | 80.37 ₹45,810.9 | 80.37 ₹45,810.9 |
| 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. | 570 | sqm | 18.8 ₹10,716 Lowest | 18.89 ₹10,767.3 | 18.89 ₹10,767.3 |
| 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) | 570 | sqm | 287.76 ₹1,64,023.2 Lowest | 289.21 ₹1,64,849.7 | 289.21 ₹1,64,849.7 |
| 1.01 | OD445802/2025-2026:Surface dressing of the ground for Concrete Pavement and Irish Drain including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish ,lead up to 50m and lift up to 105 m. | 105 | sqm | 35.44 ₹3,721.2 | 35.62 ₹3,740.1 | 35 ₹3,675 Lowest |
| 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) | 12.6 | cum | 9,140.8 ₹1,15,174.08 Lowest | 9,186.73 ₹1,15,752.8 | 9,186.73 ₹1,15,752.8 |
Tender Value
Refer Docs
EMD Value
₹12,609
Closing Date
25 Mar 2026, 10:00 amClosed
Assistant Engineer Kadanad GP
Office of the Assistant Engineer LID and EW Section Kadanad GP
Annual Plan-Project No. 228 /2025-2026 - Kadanad Grama Panchayath-Renovation of Thabore Kannachira Road in Ward 6 of Kadanadu Gramapanchayath
2026_LSGD_846889_1
Project No. 228/2025-2026 Kadanad Grama Panchayath
Open Tender
Civil Works - Roads
Item Rate
Kadanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,115
₹12,609
22 May 2026
12 Mar 2026
26 Mar 2026
12 Mar 2026
25 Mar 2026
12 Mar 2026
Road renovation
OD445797/2025-2026:Scarfying existing road surface to a depth of 150mm and compacting the aggregates obtained from scarification with power roller. as per Dptl official at site.
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)
OD445802/2025-2026:Surface dressing of the ground for Concrete Pavement and Irish Drain including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish ,lead up to 50m and lift up to 105 m.
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)
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