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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹22.2 LAccepted-AOC ARUMAPARAMBIL HOUSE CHAZHIYATTIRI THIRUMITTACODE | 1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Moidunni P.P-Works contractor L4 | MANSOOR K L2 | RISHAD P V L1 | T P KUNJUMOHAMMED L3 |
|---|---|---|---|---|---|---|---|
| 1.00VELLADIKUNNU VADAKKE CHERIPUR ROAD | |||||||
| 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. | 406.4 | sqm | 16.01 ₹6,506.46 | 14.4 ₹5,852.16 | 14 ₹5,689.6 Lowest | 15.1 ₹6,136.64 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 15.24 | cum | 54.66 ₹833.02 | 49.14 ₹748.89 | 47.8 ₹728.47 Lowest | 51.6 ₹786.38 |
| 1.00 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 45.72 | cum | 3,337.88 ₹1,52,607.87 | 3,004 ₹1,37,342.88 | 2,920.64 ₹1,33,531.66 Lowest | 3,154.2 ₹1,44,210.02 |
| 1.00 | OD199871/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as
per drawings and Technical Specification Clause 1504. | 406.4 | sqm | 1,072.7 ₹4,35,945.28 | 965 ₹3,92,176 | 938.1 ₹3,81,243.84 Lowest | 1,013 ₹4,11,683.2 |
| 1.00 | 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) | 25.71 | cum | 9,554.22 ₹2,45,629.44 | 8,607 ₹2,21,277.36 | 8,368.28 ₹2,15,140.11 Lowest | 9,038 ₹2,32,357.94 |
| 1.01 | OD400/2025-2026:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc. | 1 | each | 4,988.37 ₹4,988.37 | 4,208 ₹4,208 | 4,091.83 ₹4,091.83 Lowest | 4,419 ₹4,419 |
| 2.00KOOTTUPATHA MADRASA ROAD | |||||||
| 2.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 23.37 | cum | 54.66 ₹1,277.4 | 49 ₹1,145.13 | 47.8 ₹1,117.09 Lowest | 51 ₹1,191.87 |
| 2.00 | 6.1.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 | 23.37 | cum | 3,337.88 ₹78,006.26 | 3,004 ₹70,203.48 | 2,920.6 ₹68,254.42 Lowest | 3,154.2 ₹73,713.65 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
18 Oct 2025, 4:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER DIST PANCHAYAT PALAKKAD
LAC-ADS-THRITHALA LAC-2024-25- DIFFERENT ROAD WORKS IN THIRUMITTAKODE GP
2025_LSGD_808193_5
09/ET/EE/2025-26 Dt 09.10.2025
Open Tender
Civil Works - Roads
Item Rate
270 days
PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
20 Jan 2026
10 Oct 2025
22 Oct 2025
10 Oct 2025
18 Oct 2025
10 Oct 2025
Amount
VELLADIKUNNU VADAKKE CHERIPUR ROAD
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.
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
OD199871/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
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)
OD400/2025-2026:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc.
KOOTTUPATHA MADRASA ROAD
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
6.1.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
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)
OD318083/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.( DSR 2.25 )
OD405/2025-2026:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc.
RAYAMANGALAM THADATHIKUNNU ROAD
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
6.1.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
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)
OD318181/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.( DSR 2.25 )
OD199762/2025-2026:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration (including granite board & lettering ) Erecting and Fixing charges etc.
IRUMBAKASSERY EENAMKUNNU ROAD
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.
OD247693/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials Labour charges etc. complete as per direction of Departmental officers at site (DAR 60.7.1)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD414/2025-2026:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc.
IRUNGUTTUR KATCHERI ROAD
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
6.1.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
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)
OD318242/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.( DSR 2.25 )
OD199818/2025-2026:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration (including granite board & lettering ) Erecting and Fixing charges etc.
MANSOOR K (BID ID -2395517)
T P KUNJUMOHAMMED (BID ID -2392830)
Moidunni P.P-Works contractor (BID ID -2395421)
Bidder Name
Moidunni P.P-Works contractor
T P KUNJUMOHAMMED
RISHAD P V
MANSOOR K
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