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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-Finance | L1 | Accepted-Finance Accepted Vide Resolution No.l(4) dtd.15-06-2026 of Madavoor GP | |
| 2 | L2₹2.7 L+₹11,730.60 (4.62%)Rejected-Finance | L2 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | PRAMOD K M L1 | ABDUL RASHID P L2 |
|---|---|---|---|---|---|
| 1.00Road Tarring | |||||
| 1.00 | OD522616/2025-2026:(Modified data of 3.2 by excluding tipper and loading equipment)
Preparation of Foundation for Embankment Plugging/Scarifying Existing Bituminous Surface up to a Depth of 100 mm by Mechanical Means. Scarifying/Plugging the existing bituminous road surface up to a depth of 100 mm to prepare foundation for granular layers | 239.4 | sqm | 9 ₹2,154.6 | 8 ₹1,915.2 Lowest |
| 1.00 | OD522593/2025-2026:Granular Sub-base with Departmental Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 11.97 | cum | 500 ₹5,985 Lowest | 1,000 ₹11,970 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 11.97 | cum | 2,800 ₹33,516 Lowest | 3,000 ₹35,910 |
| 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 | 35.91 | cum | 3,500 ₹1,25,685 Lowest | 3,600 ₹1,29,276 |
| 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 | 239.4 | sqm | 80 ₹19,152 Lowest | 80 ₹19,152 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. | 239.4 | sqm | 17 ₹4,069.8 Lowest | 17 ₹4,069.8 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) | 239.4 | sqm | 265 ₹63,441 Lowest | 265 ₹63,441 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,352
Closing Date
18 Mar 2026, 4:00 pmClosed
ASWATHY S PRASAD
Office of the Assistant Engineer LID EW Section MADAVOOR Grama Panchayat
Rennovation
2026_LSGD_846374_1
T14/AE/MDR/2025-26
Open Tender
Civil Works - Roads
Item Rate
MADAVOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,352
Yes
16 Jun 2026
11 Mar 2026
19 Mar 2026
11 Mar 2026
18 Mar 2026
11 Mar 2026
Road Tarring
OD522616/2025-2026:(Modified data of 3.2 by excluding tipper and loading equipment) Preparation of Foundation for Embankment Plugging/Scarifying Existing Bituminous Surface up to a Depth of 100 mm by Mechanical Means. Scarifying/Plugging the existing bituminous road surface up to a depth of 100 mm to prepare foundation for granular layers
OD522593/2025-2026:Granular Sub-base with Departmental Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
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