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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 LAdmitted-Fee/PreQual/Technical/Finance ARACKAL HOUSE EDAPPAL P O MALAPPURAM 679576 | MALAPPURAM | MALAPPURAM | KERALA | 679576 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹18.3 L+₹39,529.45 (2.21%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹18.5 L+₹64,941.59 (3.63%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹19.2 L+₹1.3 L (7.12%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Mohamed iqbal A. L1 | MOHAMMED ASHRAF O. L2 | MOHAMMED THASLIM HASSAN L3 | PRAVEEN S L4 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 31.8 | cum | 1,716 ₹54,568.8 | 1,482.95 ₹47,157.81 Lowest | 1,503.55 ₹47,812.89 | 1,553 ₹49,385.4 |
| 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. | 623.3 | sqm | 14 ₹8,726.2 | 12.7 ₹7,915.91 Lowest | 12.88 ₹8,028.1 | 13 ₹8,102.9 |
| 1.00 | OD226218/2026-2027:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains ( not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms , lift upto 1.5 m , including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m. All kind of soil | 71.17 | cum | 344 ₹24,483.51 | 297.41 ₹21,167.56 Lowest | 301.54 ₹21,461.51 | 312 ₹22,205.98 |
| 1.00 | OD226219/2026-2027: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 | 22.55 | cum | 3,034 ₹68,419.73 | 2,622.15 ₹59,132.1 Lowest | 2,658.57 ₹59,953.41 | 2,745 ₹61,902.5 |
| 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 | 43.34 | cum | 2,500 ₹1,08,362.5 Lowest | 2,658.56 ₹1,15,235.28 | 2,695.49 ₹1,16,836.01 | 2,784 ₹1,20,672.48 |
| 1.01 | OD226224/2026-2027:[OD from MORD 11.4.1.1] - Providing concrete for plain/reinforced concrete in open
foundations complete as per drawings and technical specifications Clause 802, 803, 1202
&amp; 1203 &lt;br&gt; I. P.C.C grade M 10 &lt;br&gt; (i) Nominal mix 1:3:6 (excluding form
work) | 6.84 | cum | 7,500 ₹51,300 | 6,868.83 ₹46,982.8 Lowest | 6,964.23 ₹47,635.33 | 7,235 ₹49,487.4 |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 18.24 | cum | 7,000 ₹1,27,680 | 6,981.19 ₹1,27,336.91 Lowest | 7,078.15 ₹1,29,105.46 | 7,312 ₹1,33,370.88 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.9 | cum | 8,438 ₹16,032.2 | 7,290.59 ₹13,852.12 Lowest | 7,391.85 ₹14,044.52 | 7,637 ₹14,510.3 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 21.8 | cum | 8,000 ₹1,74,360 Lowest | 8,299.01 ₹1,80,876.92 | 8,414.27 ₹1,83,389.01 | 8,693 ₹1,89,463.94 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
2 Nov 2026, 6:55 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
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 1243-27 -Improvements for Payyappulli Muhammed kutty Sahib road at Maranchery-General Civil Work
2026_LSGD_881836_24
DB1/TN/AEE/24/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
Yes
5 Nov 2026
26 Oct 2026
4 Nov 2026
26 Oct 2026
2 Nov 2026
26 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 31.8 | cum | - | - |
| 1.002 | 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. | 623.3 | sqm | - | - |
| 1.003 | OD226218/2026-2027:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains ( not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms , lift upto 1.5 m , including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m. All kind of soil | 71.17 | cum | - | - |
| 1.004 | OD226219/2026-2027: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 | 22.55 | cum | - | - |
| 1.005 | 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 | 43.35 | cum | - | - |
| 1.006 | OD226224/2026-2027:[OD from MORD 11.4.1.1] - Providing concrete for plain/reinforced concrete in open
foundations complete as per drawings and technical specifications Clause 802, 803, 1202
&amp; 1203 &lt;br&gt; I. P.C.C grade M 10 &lt;br&gt; (i) Nominal mix 1:3:6 (excluding form
work) | 6.84 | cum | - | - |
| 1.007 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 18.24 | cum | - | - |
| 1.008 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.9 | cum | - | - |
| 1.009 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 21.8 | cum | - | - |
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