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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.6 LAccepted-AOC | ₹16.6 L | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/018/26-27 |
| Sl No | Description | Qty | Unit | Sabeer L1 |
|---|---|---|---|---|
| 1.00ROAD MAINTANANCE | ||||
| 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. | 848.25 | sqm | 14.41 ₹12,223.28 Lowest |
| 1.00 | OD462282/2025-2026:OD From DAR 2.8.1 - Earth work in excavation by mechanical means (Hydraulic excavator)
/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on
plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting
out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m | 65.28 | cum | 337.4 ₹22,025.47 Lowest |
| 1.00 | OD462281/2025-2026:[OD FROM 4.11.2 ]Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 84.24 | cum | 2,091.98 ₹1,76,228.4 Lowest |
| 1.00 | 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 | 97.82 | cum | 3,381.61 ₹3,30,799.24 Lowest |
| 1.00 | OD462280/2025-2026:(OD from -MORD: 6.7.1) Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm over
compacted bed of 6mm stone aggregate as per drawings and Technical Specification Clause
1504. | 464.4 | sqm | 993.06 ₹4,61,177.06 Lowest |
| 1.01 | OD462326/2025-2026:Providing Plain cement concrete for road work without form 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 tampering etc.complete.Max size of course aggregate not
exceeding 25 mm , mixed in concrete mixer etc complete as per specification.
(i) Nominal mix (1:2:4) | 5.16 | cum | 8,279.38 ₹42,721.6 Lowest |
| 1.01 | 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. | 63.62 | sqm | 286.59 ₹18,232.57 Lowest |
| 1.01 | 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) | 140.91 | sqm | 372.7 ₹52,516.78 Lowest |
| 1.01 | 5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 785.4 | sqm | 75.15 ₹59,022.81 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,372
Closing Date
13 Mar 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 (2025-26), Project No 1331-26 -Improvements for Pathirippadam Pookkoottumanna road at Chunkathra-General Civil Work (Retender)
2026_LSGD_844316_1
DB1/TN/AEE/62/25-26
Open Tender
Civil Works - Roads
Item Rate
365 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,950
₹42,372
Yes
1 Aug 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTANANCE | |||||
| 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 | OD462282/2025-2026:OD From DAR 2.8.1 - Earth work in excavation by mechanical means (Hydraulic excavator)
/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on
plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting
out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m | - | cum | - | - |
| 1.003 | OD462281/2025-2026:[OD FROM 4.11.2 ]Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 1 | cum | - | - |
| 1.004 | 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 | 0.2 | cum | - | - |
| 1.005 | OD462280/2025-2026:(OD from -MORD: 6.7.1) Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm over
compacted bed of 6mm stone aggregate as per drawings and Technical Specification Clause
1504. | 1 | sqm | - | - |
| 1.006 | OD462326/2025-2026:Providing Plain cement concrete for road work without form 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 tampering etc.complete.Max size of course aggregate not
exceeding 25 mm , mixed in concrete mixer etc complete as per specification.
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 1 | sqm | - | - |
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