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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹38.5 LAccepted-Finance | ₹38.5 L | 1 | Accepted-Finance L1 |
| 2 | Rejected-Technical 673639 | MALAPPURAM | KERALA | 673639 | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical BENGLAVIL HOUSE KOORIYAD MALAPPURAM DIST KERALA PIN 676306 | MALAPPURAM | KERALA | 676306 | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Mohamed Fazal L4 | M MUSTHAFA L3 | MOHAMMED BASHEER K K L2 | ABDUL AZEEZ EK L1 |
|---|---|---|---|---|---|---|---|
| 1.00renovation | |||||||
| 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. | 264.6 | sqm | 13.23 ₹3,500.66 | 13 ₹3,439.8 Lowest | 13.52 ₹3,577.39 | 13 ₹3,439.8 Lowest |
| 1.00 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 37.8 | cum | 2,527 ₹95,520.6 | 2,865 ₹1,08,297 | 2,830.57 ₹1,06,995.55 | 2,455 ₹92,799 Lowest |
| 1.00 | OD78032/2026-2027:Providing 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 ( @ 3m c/c ) as required including compaction, finishing and tamping etc. complete. Max. size of course aggregate not exceeding 25mm, mxed in concrete mixer etc complete as per specification.
(i) Nominal mix ( 1 : 2 : 4 ) | 56.7 | cum | 7,179 ₹4,07,049.3 | 7,864 ₹4,45,888.8 | 7,770.05 ₹4,40,561.84 | 6,649 ₹3,76,998.3 Lowest |
| 2.00RETARRING | |||||||
| 2.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 638.95 | sqm | 298.34 ₹1,90,625.54 | 277 ₹1,76,990.26 | 274.44 ₹1,75,354.54 Lowest | 298.34 ₹1,90,625.54 |
| 2.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 639.27 | sqm | 385.47 ₹2,46,420.95 | 358 ₹2,28,860.09 | 354.59 ₹2,26,680.17 Lowest | 385.47 ₹2,46,420.95 |
| 2.00 | 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. | 320 | sqm | 14.7 ₹4,704 | 13 ₹4,160 Lowest | 13.52 ₹4,326.4 | 13 ₹4,160 Lowest |
| 2.00 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 92.14 | cum | 2,527 ₹2,32,837.78 | 2,865 ₹2,63,981.1 | 2,830.57 ₹2,60,808.72 | 2,449 ₹2,25,650.86 Lowest |
| 2.00 | 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 | 48 | cum | 2,777 ₹1,33,296 | 3,211 ₹1,54,128 | 3,173.58 ₹1,52,331.84 | 2,749 ₹1,31,952 Lowest |
Tender Value
₹42.3 L
EMD Value
₹50,000
Closing Date
14 Aug 2026, 6:55 pmClosed
ASSISTANT EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
Annual Plan-Malappuram DP (2026-27), Project No 379-27 -Improvements for Tippu sulthan road at AR Nagar-General Civil Work
2026_LSGD_864432_14
DB1/TN/AEE/12/26-27
Open Tender
Civil Works - Roads
Item Rate
365 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
Yes
11 Sept 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
14 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1renovation | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 1 | cum | - | - |
| 1.003 | OD78032/2026-2027:Providing 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 ( @ 3m c/c ) as required including compaction, finishing and tamping etc. complete. Max. size of course aggregate not exceeding 25mm, mxed in concrete mixer etc complete as per specification.
(i) Nominal mix ( 1 : 2 : 4 ) | - | cum | - | - |
| 2RETARRING | |||||
| 2.001 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 0.6 | sqm | - | - |
| 2.002 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 0.6 | sqm | - | - |
| 2.003 | 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. | - | sqm | - | - |
| 2.004 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 2.005 | 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 | - | cum | - | - |
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