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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹26.4 LAccepted-AOC KINARADAPPAN VETTILAPPARA PO MALAPPUARM 673639 AREACODE MALAPPURAM DISTRICT | MALAPPURAM | KERALA | 673639 | ₹26.4 L | 1 | Accepted-AOC EE/LIDEW/MPM/038/26-27 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical LID EW SECTION AREEKODE | KANNUR | KERALA | 670002 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ME SHUHAIB L4 | P C ABDUSALAM L2 | SHIHABUDHEEN L3 | BEST BASE CONSTRUCTIONS LLP L1 |
|---|---|---|---|---|---|---|---|
| 1.00Parakkanni Mannathippadam Road (8.5 lakh) | |||||||
| 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. | 25.2 | cum | 60.85 ₹1,533.42 | 59 ₹1,486.8 | 59.14 ₹1,490.33 | 57.67 ₹1,453.28 Lowest |
| 1.00 | OD448931/2025-2026:[OD from DAR 2.28.1] - Surface dressing of the ground including removing vegetation and in?equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5m. All kinds of soil | 337.05 | sqm | 31.22 ₹10,522.7 | 30.28 ₹10,205.87 | 30.34 ₹10,226.1 | 29.59 ₹9,973.31 Lowest |
| 1.00 | 4.1.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 | 34.78 | cum | 2,846.41 ₹99,012.37 | 2,760.25 ₹96,015.3 | 2,766.26 ₹96,224.35 | 2,697.64 ₹93,837.41 Lowest |
| 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) | 69.57 | cum | 8,126.08 ₹5,65,331.39 | 7,880.1 ₹5,48,218.56 | 7,897.25 ₹5,49,411.68 | 7,701.35 ₹5,35,782.92 Lowest |
| 1.00 | OD457024/2025-2026:Providing and fixing NAME BOARD with 18 mm thick gang saw cut, mirror, polished,
premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills,
facias and similar locations, of required size, approved shade, colour and texture laid over 20
mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement,
mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and
polishing to edges to give high gloss finish etc. complete at all levels.
Granite of any colour and shade
Area of slab upto 0.50 sqm | 0.36 | sqm | 5,145.46 ₹1,852.37 | 4,989.71 ₹1,796.3 | 5,000.57 ₹1,800.21 | 4,876.53 ₹1,755.55 Lowest |
| 2.00Ainthoor Ottappokku Road (7 lakh) | |||||||
| 2.00 | 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. | 94.5 | cum | 60.85 ₹5,750.33 | 59 ₹5,575.5 | 59.14 ₹5,588.73 | 57.67 ₹5,449.82 Lowest |
| 2.00 | 4.1.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 | 16 | cum | 2,846.41 ₹45,542.56 | 2,760.25 ₹44,164 | 2,766.26 ₹44,260.16 | 2,697.64 ₹43,162.24 Lowest |
| 2.00 | 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 | 24 | cum | 3,191.35 ₹76,592.4 | 3,094.74 ₹74,273.76 | 3,101.48 ₹74,435.52 | 3,024.54 ₹72,588.96 Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
10 Jul 2026, 6:55 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
LAC-ADS-(2025-26), Eranad LAC, Work Proposed By Hon. MLA Shri. P K BASHEER (ID 26011) - The 5 Roads in Edavanna panchayath -General Civil Work (Retender)
2026_LSGD_858524_5
DB1/TN/EE/07/26-27
Open Tender
Civil Works - Roads
Item Rate
330 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
Yes
11 Sept 2026
3 Jul 2026
13 Jul 2026
3 Jul 2026
10 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Parakkanni Mannathippadam Road (8.5 lakh) | |||||
| 1.001 | 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. | 1 | cum | - | - |
| 1.002 | OD448931/2025-2026:[OD from DAR 2.28.1] - Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5m. All kinds of soil | - | sqm | - | - |
| 1.003 | 4.1.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 | 1 | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | OD457024/2025-2026:Providing and fixing NAME BOARD with 18 mm thick gang saw cut, mirror, polished,
premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills,
facias and similar locations, of required size, approved shade, colour and texture laid over 20
mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement,
mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and
polishing to edges to give high gloss finish etc. complete at all levels.
Granite of any colour and shade
Area of slab upto 0.50 sqm | - | sqm | - | - |
| 2Ainthoor Ottappokku Road (7 lakh) | |||||
| 2.001 | 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. | - | cum | - | - |
| 2.002 | 4.1.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 | - | cum | - | - |
| 2.003 | 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 | - | cum | - | - |
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