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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.2 LAccepted-AOC | ₹37.2 L | L1 | Accepted-AOC EE/LIDEW/MPM/037/26-27 |
| 2 | Rejected-Technical KARALIKKATTIL HOUSE WANDOOR | WANDOOR | MALAPPURAM | KERALA | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical CHOCHUPARAMBIL ERATTUPETTA | IDUKKI | KERALA | 685501 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SHAHUL HAMEED L2 | Noorul Hassan K T L3 | T.P. ANEESH L1 |
|---|---|---|---|---|---|---|
| 1.00Road Renovation interlock work | ||||||
| 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. | 1,528 | sqm | 13.05 ₹19,940.4 | 14.35 ₹21,926.8 | 12.92 ₹19,741.76 Lowest |
| 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. | 261.25 | cum | 58.41 ₹15,259.61 | 64.23 ₹16,780.09 | 57.82 ₹15,105.48 Lowest |
| 1.00 | OD425777/2025-2026:[OD From Mord 4.1.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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 246.78 | cum | 2,694.99 ₹6,65,069.63 | 2,963.58 ₹7,31,352.27 | 2,667.68 ₹6,58,330.07 Lowest |
| 1.00 | OD425776/2025-2026:(OD From MoRTH 55.22) Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6mm aggregate for 5cm thk , then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conceyance charges etc: complete | 2,332.8 | sqm | 1,056.65 ₹24,64,953.12 | 1,161.96 ₹27,10,620.29 | 1,045.94 ₹24,39,968.83 Lowest |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 43.2 | cum | 8,064.31 ₹3,48,378.19 | 8,868.02 ₹3,83,098.46 | 7,982.58 ₹3,44,847.46 Lowest |
| 1.01 | OD84141/2026-2027:(OD from Mord 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) | 29.47 | cum | 7,500.6 ₹2,21,065.18 | 8,248.12 ₹2,43,096.84 | 7,424.58 ₹2,18,824.65 Lowest |
| 1.01 | 10.20:Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. | 170 | each | 144.66 ₹24,592.2 | 159.07 ₹27,041.9 | 143.19 ₹24,342.3 Lowest |
| 1.01 | OD425783/2025-2026:Providing and fixing Granite slab (Area of slab upto 0.50 sqm) for Name Board including all charges | 1 | 1 nos | 2,428.32 ₹2,428.32 | 2,670.34 ₹2,670.34 | 2,403.71 ₹2,403.71 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
GENERAL-Budget - 2025-26- Annexure II, - Vol -II, Sl. No 2240-Wandoor - Ambalappadi Bypass Road Renovation-General Civil Work
2026_LSGD_858524_7
DB1/TN/EE/07/26-27
Open Tender
Civil Works - Roads
Item Rate
365 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
Yes
29 Aug 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 |
|---|---|---|---|---|---|
| 1Road Renovation interlock work | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD425777/2025-2026:[OD From Mord 4.1.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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.004 | OD425776/2025-2026:(OD From MoRTH 55.22) Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6mm aggregate for 5cm thk , then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conceyance charges etc: complete | - | sqm | - | - |
| 1.005 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | - | cum | - | - |
| 1.006 | OD84141/2026-2027:(OD from Mord 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 | - | - |
| 1.007 | 10.20:Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. | - | each | - | - |
| 1.008 | OD425783/2025-2026:Providing and fixing Granite slab (Area of slab upto 0.50 sqm) for Name Board including all charges | - | 1 nos | - | - |
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