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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-Finance | ₹6.5 L | L1 | Accepted-Finance Qualified |
| 2 | L2₹6.9 L+₹41,771 (6.41%)Accepted-Finance WAYANAD | KERALA | 670644 | ₹6.9 L+₹41,771 (6.41%) | L2 | Accepted-Finance Qualified |
| Sl No | Description | Qty | Unit | SUDHAKARAN P N L2 | TOJU JOSEPH L1 |
|---|---|---|---|---|---|
| 1.00Road Renovation | |||||
| 1.00 | OD21086/2026-2027: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 | 241.4 | sqm | 33.13 ₹7,997.58 | 31.13 ₹7,514.78 Lowest |
| 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) | 29.25 | cum | 8,894.29 ₹2,60,157.98 | 8,358.72 ₹2,44,492.56 Lowest |
| 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) | 5.57 | cum | 8,543.66 ₹47,571.1 | 8,029.2 ₹44,706.59 Lowest |
| 1.00 | OD21088/2026-2027: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. | 248.5 | sqm | 7.25 ₹1,801.63 | 6.82 ₹1,694.77 Lowest |
| 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 | 45 | cum | 3,488.1 ₹1,56,964.5 | 3,278.06 ₹1,47,512.7 Lowest |
| 1.01 | 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 | 600 | sqm | 74.74 ₹44,844 | 70.24 ₹42,144 Lowest |
| 1.01 | 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. | 600 | sqm | 17.89 ₹10,734 | 16.82 ₹10,092 Lowest |
| 1.01 | 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) | 600 | sqm | 272.84 ₹1,63,704 | 256.41 ₹1,53,846 Lowest |
Tender Value
₹7.5 L
EMD Value
₹18,650
Closing Date
14 Aug 2026, 10:00 amClosed
Assistant Engineer Kadanad GP
The Assistant Engineer, LSGD Section, Kadanad Grama Panchayat
Project No. 89/2026-2027 Kadanad Grama Panchayath-Renovation of S Valavu Nedumpara road in Ward 10 of Kadanad Grama Panchayath
2026_LSGD_863325_1
Project No. 89/2026-2027 Kadanad Grama Panchayath
Open Tender
Civil Works - Roads
Item Rate
360 days
Kadanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,645
Yes
₹18,650
Yes
18 Sept 2026
30 Jul 2026
17 Aug 2026
30 Jul 2026
14 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Renovation | |||||
| 1.001 | OD21086/2026-2027: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 | - | 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.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 | - | - |
| 1.004 | OD21088/2026-2027: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. | - | sqm | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | 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 | - | sqm | - | - |
| 1.007 | 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. | - | sqm | - | - |
| 1.008 | 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) | - | sqm | - | - |
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