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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC 12 | KANNUR | KERALA | 670001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.0 L+₹39,405.28 (3.11%)Rejected-AOC 6 | KOZHIKODE | KERALA | 612906 | L2 | Rejected-AOC L2 | |
| 3 | L3₹14.7 L+₹2.0 L (16.0%)Rejected-AOC KUNNEL HOUSE SOUTH PARAVOOR LSGD AMBALLOOR PANCHAYATH | IDUKKI | KERALA | 685501 | L3 | Rejected-AOC L3 | |
| 4 | L4₹14.8 L+₹2.2 L (17.2%)Rejected-AOC | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Manoj K S L3 | MONCY ABRAHAM L1 | BIJUKUMAR L4 | EBIN BENNY L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road Improvement | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 985.5 | sqm | 16.81 ₹16,566.26 | 20 ₹19,710 | 17 ₹16,753.5 | 14.94 ₹14,723.37 Lowest |
| 1.00 | OD163677/2025-2026: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 DEPARTMENTAL 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 | 73.91 | cum | 105.34 ₹7,786 | 2,800 ₹2,06,956.4 | 110 ₹8,130.43 | 93.6 ₹6,918.26 Lowest |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 60.38 | sqm | 439.25 ₹26,524.11 | 325 ₹19,625.13 Lowest | 440 ₹26,569.4 | 390.3 ₹23,568.27 |
| 1.00 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 22.46 | cum | 3,938.17 ₹88,463.11 | 3,000 ₹67,389 Lowest | 4,000 ₹89,852 | 3,499.35 ₹78,605.9 |
| 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 | 299.5 | sqm | 84.39 ₹25,274.81 | 78 ₹23,361 | 85 ₹25,457.5 | 74.99 ₹22,459.51 Lowest |
| 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. | 329.5 | sqm | 16.58 ₹5,463.11 | 16 ₹5,272 | 18 ₹5,931 | 14.73 ₹4,853.54 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. | 299.5 | sqm | 19.85 ₹5,945.08 | 16 ₹4,792 Lowest | 20 ₹5,990 | 17.63 ₹5,280.19 |
| 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) | 629 | sqm | 317.78 ₹1,99,883.62 | 275 ₹1,72,975 Lowest | 320 ₹2,01,280 | 282.37 ₹1,77,610.73 |
| 1.01 | OD153143/2025-2026:od1263585/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 100 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 75mm average thickness, etc. all complete as per the direction of Engineerin-charge. | 717.96 | sqm | 1,434.84 ₹10,30,157.73 | 975 ₹7,00,011 Lowest | 1,450 ₹10,41,042 | 1,274.95 ₹9,15,363.1 |
Tender Value
₹14.0 L
EMD Value
₹34,956
Closing Date
6 Aug 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE
mulamthurthy panchayth
This project is come under Annual plan of Mulanthuruthy Grama panchayath during financial year 2025-26.
2025_LSGD_780545_3
4A/AEM/LID-EW-2025-2026
Open Tender
Civil Works - Roads
Item Rate
MULAMTHURUTHY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,790
Yes
₹34,956
Yes
24 Sept 2025
30 Jul 2025
8 Aug 2025
30 Jul 2025
6 Aug 2025
30 Jul 2025
Amount
Road Improvement
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
OD163677/2025-2026: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 DEPARTMENTAL 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
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
4.9:Wet Mix Macadam 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. 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
75.5.2.1pb: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.
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)
OD153143/2025-2026:od1263585/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 100 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 75mm average thickness, etc. all complete as per the direction of Engineerin-charge.
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)
EBIN BENNY (BID ID -2276572)
Manoj K S (BID ID -2276526)
BIJUKUMAR (BID ID -2276922)
Bidder Name
MONCY ABRAHAM
Manoj K S
BIJUKUMAR
EBIN BENNY
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