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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | ₹12.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹13.3 LRejected-AOC | ₹13.3 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | RASHEED.P L1 | MOHAMMEDALI C C P L2 |
|---|---|---|---|---|---|
| 1.00ROAD IMPROVEMENTS | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 574 | sqm | 14.94 ₹8,575.56 | 15.69 ₹9,006.06 |
| 1.00 | OD353833/2025-2026:Granular sub-base/base/surface course with Departmental materials(Table 400.13) by mix in place method normal. Construction of granular sub-base by providing Department material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. | 34.44 | cum | 183.11 ₹6,306.31 | 192.27 ₹6,621.78 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 29.96 | cum | 2,319.8 ₹69,501.21 | 2,435.79 ₹72,976.27 |
| 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 | 12.6 | cum | 3,504.6 ₹44,157.96 | 3,679.83 ₹46,365.86 |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 114.57 | sqm | 399.27 ₹45,744.36 | 419.23 ₹48,031.18 |
| 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) | 84 | cum | 8,926.15 ₹7.5 L | 9,372.47 ₹7.9 L |
| 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 | 84 | sqm | 80.21 ₹6,737.64 | 84.22 ₹7,074.48 |
| 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. | 84 | sqm | 18.76 ₹1,575.84 | 19.7 ₹1,654.80 |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,008 | sqm | 15.65 ₹15,775.20 | 16.43 ₹16,561.44 |
Tender Value
₹12.7 L
EMD Value
₹31,779
Closing Date
15 Nov 2025, 5:00 pmClosed
RAJANI P P
Assistant Engineer Mattnnur Municipality
Mattannur Municipality 2025-26 2 9 9 / 2 6 - H I G H S C H O O L THAIPARAMBA ROAD IMPROVEMENT WORKS-General Civil Work
2025_LSGD_818903_1
AE/LSGD/MTNR/25-26
Open Tender
Civil Works - Roads
180 days
Mattanur
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹31,779
Yes
3 Jun 2026
4 Nov 2025
18 Nov 2025
4 Nov 2025
15 Nov 2025
4 Nov 2025
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