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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.8 LAccepted-AOC | 1 | Accepted-AOC EE/LIDEW/MPM/020/26-27 | |
| 2 | 2₹1.2 L−₹9.6 L (89.1%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | C SIHABUDHEEN L2 | MOHAMMED ASIR T. L3 | MUHAMMED SIDDEQUE KALATHIL L1 |
|---|---|---|---|---|---|---|
| 1.00Road Work | ||||||
| 1.00 | 2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete | 20.93 | cum | 653.3 ₹13,670.3 | 670.94 ₹14,039.42 | 629.2 ₹13,166.01 Lowest |
| 1.00 | OD518452/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of
excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly
dressed.
All kinds of soil.OD based on DSR Spec 2.6.1 | 498.03 | cum | 216.7 ₹1,07,922.88 | 222.53 ₹1,10,826.39 | 208.7 ₹1,03,938.65 Lowest |
| 1.00 | OD518456/2025-2026: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 1.5 m.
All kinds of soil | 332 | sqm | 29.7 ₹9,860.4 | 30.47 ₹10,116.04 | 28.6 ₹9,495.2 Lowest |
| 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. | 63 | sqm | 12.9 ₹812.7 | 13.27 ₹836.01 | 12.4 ₹781.2 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 | 58.29 | cum | 2,704.7 ₹1,57,667.78 | 2,777.64 ₹1,61,919.75 | 2,604.9 ₹1,51,850.04 Lowest |
| 1.01 | OD518453/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.OD based on Mord 6.7.1 | 235.5 | sqm | 926.2 ₹2,18,120.1 | 951.17 ₹2,24,000.54 | 892 ₹2,10,066 Lowest |
| 1.01 | OD518455/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4
course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction, finishing and tamping etc .complete. Max. size of course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) | 81.6 | cum | 7,424.6 ₹6,05,847.36 | 7,624.76 ₹6,22,180.42 | 7,150.6 ₹5,83,488.96 Lowest |
| 1.01 | OD518454/2025-2026:Providing and fixing 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 Lettering and fixing | 0.7 | sqm | 4,889.3 ₹3,422.51 | 5,021.13 ₹3,514.79 | 4,690 ₹3,283 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,778
Closing Date
16 May 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-(2023-24), Kondotty LAC, Work Proposed By Hon. MLA Shri. T.V. IBRAHIM (ID 26358) -Renovation of Vavoor - Mankadav, Schoolthadayi Cherupuzhakkal Road in Cheekode Grama Panchayat-General Civil Work
2026_LSGD_849626_14
DB1/TN/EE/01/26-27
Open Tender
Civil Works - Roads
Item Rate
240 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹31,778
Yes
27 Jun 2026
8 May 2026
18 May 2026
8 May 2026
16 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Work | |||||
| 1.001 | 2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete | - | cum | - | - |
| 1.002 | OD518452/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of
excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly
dressed.
All kinds of soil.OD based on DSR Spec 2.6.1 | 0.6 | cum | - | - |
| 1.003 | OD518456/2025-2026: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 1.5 m.
All kinds of soil | - | sqm | - | - |
| 1.004 | 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. | - | sqm | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD518453/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.OD based on Mord 6.7.1 | - | sqm | - | - |
| 1.007 | OD518455/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4
course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction, finishing and tamping etc .complete. Max. size of course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.008 | OD518454/2025-2026:Providing and fixing 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 Lettering and fixing | - | sqm | - | - |
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