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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₹6.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.4 L+₹64,658.78 (9.59%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | NOUSHAD POOVATHINGAL L1 | MUHAMMED AMEEN L2 |
|---|---|---|---|---|---|
| 1.00Road Retarring | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 31.86 | cum | 66.49 ₹2,118.37 Lowest | 80 ₹2,548.8 |
| 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. | 566.4 | sqm | 15.92 ₹9,017.09 Lowest | 25 ₹14,160 |
| 1.00 | OD92506/2025-2026:Subgrade water proofing
Providing and applying 2 coats of Terrasil and Zycobond solution prepared in water in the ratio 1:1:100 ( Terrasil: Zycobond: water) on the prepared surface of subgrade for water proofing and preventing cappillary rise. First spray is to be applied at the rate of 2.5-3.5 L/sqm and second spray at the same rate applied after 1-3 hours of applying fisrt spary, using mechanical means and as per the direction of departmental officers at the site | 141.6 | sqm | 179.87 ₹25,469.59 Lowest | 220 ₹31,152 |
| 1.00 | OD89098/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local materialspreading in uniform layers manually mixing by mix in place method andcompacting with with rammers to achieve the desired density complete as per Clause401.4 as per Technical Specification Clause 408.(ii) Using Gravel mix soil | 21.24 | cum | 2,329.74 ₹49,483.68 Lowest | 2,400 ₹50,976 |
| 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 | 77.88 | cum | 3,731.51 ₹2,90,610 Lowest | 3,800 ₹2,95,944 |
| 1.01 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 708 | sqm | 79.96 ₹56,611.68 Lowest | 90 ₹63,720 |
| 1.01 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 708 | sqm | 18.8 ₹13,310.4 Lowest | 25 ₹17,700 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65) | 708 | sqm | 301.1 ₹2,13,178.8 Lowest | 350 ₹2,47,800 |
| 1.01 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 11.51 | cum | 68.22 ₹784.87 Lowest | 75 ₹862.88 |
Tender Value
₹6.8 L
EMD Value
₹16,948
Closing Date
16 Oct 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Asst. Executive Enguneer,Pattambi Block Panchayath
O/o Asst. Executive Engineer,
MP-LADS-MPLADS 2024-2025 WORKS PROPOSED BY HON BLE MP SRI ABDUL WAHAB -RS- CONSTRUCTION OF NADAPARAMBU MILL KARAMBATHUR ROAD RETARRING -IN PARUTHUR GP UNDER PATTAMBI BLOCK PANCHAYATH
2025_LSGD_806512_12
04/2025-26/AEE/LIDEW/PTB
Open Tender
Civil Works - Roads
Item Rate
PATTAMBI
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,948
Yes
1 Nov 2025
7 Oct 2025
18 Oct 2025
7 Oct 2025
16 Oct 2025
7 Oct 2025
Amount
Road Retarring
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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.
OD92506/2025-2026:Subgrade water proofing Providing and applying 2 coats of Terrasil and Zycobond solution prepared in water in the ratio 1:1:100 ( Terrasil: Zycobond: water) on the prepared surface of subgrade for water proofing and preventing cappillary rise. First spray is to be applied at the rate of 2.5-3.5 L/sqm and second spray at the same rate applied after 1-3 hours of applying fisrt spary, using mechanical means and as per the direction of departmental officers at the site
OD89098/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local materialspreading in uniform layers manually mixing by mix in place method andcompacting with with rammers to achieve the desired density complete as per Clause401.4 as per Technical Specification Clause 408.(ii) Using Gravel mix soil
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 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 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 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 By Manual Means Type A (II) Bitumen (S-65)
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
OD82333/2025-2026:Mazdoor engaged
OD82334/2025-2026:Granite name board with information engraved, fixed to masonry wall in brick, plastered all round with foundation in plain cement concrete 1:2:4
MUHAMMED AMEEN (BID ID -2390819)
Bidder Name
NOUSHAD POOVATHINGAL
MUHAMMED AMEEN
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