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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAccepted-AOC | ₹15.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.6 L+₹49,947.66 (3.31%)Accepted-AOC | ₹15.6 L+₹49,947.66 (3.31%) | L2 | Accepted-AOC L2 |
| 3 | L2₹15.6 L+₹49,947.66 (3.31%)Accepted-AOC | ₹15.6 L+₹49,947.66 (3.31%) | L2 | Accepted-AOC L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical 1605011.66 |
| Sl No | Description | Qty | Unit | ABDUL LATHIEF L1 | VIJAY V NAIR L2 | ROBACHAN PETER L3 | MOHAMMED KUNJU NAINA L2 |
|---|---|---|---|---|---|---|---|
| 1.00Improvements | |||||||
| 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. | 42 | cum | 2,404.5 ₹1,00,989 Lowest | 2,484.07 ₹1,04,330.94 | 2,558.59 ₹1,07,460.78 | 2,484.07 ₹1,04,330.94 |
| 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 | 63 | cum | 3,630.6 ₹2,28,727.8 Lowest | 3,750.64 ₹2,36,290.32 | 3,863.16 ₹2,43,379.08 | 3,750.64 ₹2,36,290.32 |
| 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 | 420 | sqm | 77.8 ₹32,676 Lowest | 80.37 ₹33,755.4 | 82.78 ₹34,767.6 | 80.37 ₹33,755.4 |
| 1.00 | 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. | 420 | sqm | 18.3 ₹7,686 Lowest | 18.9 ₹7,938 | 19.47 ₹8,177.4 | 18.9 ₹7,938 |
| 1.00 | 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) | 420 | sqm | 292.9 ₹1,23,018 Lowest | 302.65 ₹1,27,113 | 311.73 ₹1,30,926.6 | 302.65 ₹1,27,113 |
| 1.01 | OD347124/2025-2026:AMBALAPPUZHA TALUK- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, preading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER) | 104.72 | cum | 1,361.3 ₹1,42,555.34 Lowest | 1,406.38 ₹1,47,276.11 | 1,448.57 ₹1,51,694.25 | 1,406.38 ₹1,47,276.11 |
| 1.01 | OD347090/2025-2026:AMBALAPPUZHA TALUK- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, preading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITHOUT POWER ROLLER) | 11.55 | cum | 1,347.3 ₹15,561.32 Lowest | 1,391.89 ₹16,076.33 | 1,433.65 ₹16,558.66 | 1,391.89 ₹16,076.33 |
| 2.00Road Construction | |||||||
| 2.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 9 | cum | 427.3 ₹3,845.7 Lowest | 441.5 ₹3,973.5 | 454.75 ₹4,092.75 | 441.5 ₹3,973.5 |
Tender Value
₹15.6 L
EMD Value
₹38,957
Closing Date
12 Jan 2026, 1:00 pmClosed
The Assistant Engineer,
The Assistant Engineer, LSGD Section, Mannancherry Grama Panchayat
Annual Plan-Mannancherry GP -2025-26 Pro No -346/26, Improovements of Kannantharaveli road in ward -22-Pr No-346/26-General Civil Work
2026_LSGD_825203_1
CELSGD/TR/99622/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
90 days
Mannancherry Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹38,957
Yes
10 Feb 2026
3 Jan 2026
14 Jan 2026
3 Jan 2026
12 Jan 2026
3 Jan 2026
Improvements
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.
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)
OD347124/2025-2026:AMBALAPPUZHA TALUK- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, preading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)
OD347090/2025-2026:AMBALAPPUZHA TALUK- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, preading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITHOUT POWER ROLLER)
Road Construction
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 750 mm dia
OD347177/2025-2026:AMBALAPPUZHA TALUK- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, preading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)
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.
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)
OD348971/2025-2026:AMBALAPPUZHA TALUK- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, preading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITHOUT POWER ROLLER)
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