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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC | ₹9.5 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹9.7 L+₹12,978.54 (1.36%)Rejected-AOC | ₹9.7 L+₹12,978.54 (1.36%) | L2 | Rejected-AOC HIGHEST BIDDER |
| Sl No | Description | Qty | Unit | MUHAMMED SADIQUE K L1 | MANOJ THARIYARA L2 |
|---|---|---|---|---|---|
| 1.00maintenance | |||||
| 1.00 | OD428023/2025-2026: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 | 103.23 | cum | 344.22 ₹35,533.83 Lowest | 350 ₹36,130.5 |
| 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. | 135 | sqm | 14.7 ₹1,984.5 Lowest | 15 ₹2,025 |
| 1.00 | 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 with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 31.98 | cum | 2,283.3 ₹73,019.93 Lowest | 2,300 ₹73,554 |
| 1.00 | OD427967/2025-2026:OD 6.7.1- Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as
per drawings and Technical Specification Clause 1504. | 117 | sqm | 1,012.91 ₹1,18,510.47 Lowest | 1,050 ₹1,22,850 |
| 1.00 | OD427993/2025-2026: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) | 28.25 | cum | 8,446.62 ₹2,38,650.8 Lowest | 8,500 ₹2,40,159 |
| 1.01 | OD428042/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 14.4 | cum | 7,950.03 ₹1,14,480.43 Lowest | 8,000 ₹1,15,200 |
| 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) | 41.6 | cum | 8,080 ₹3,36,128 Lowest | 8,200 ₹3,41,120 |
| 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) | 4 | cum | 8,438 ₹33,752 Lowest | 8,500 ₹34,000 |
Tender Value
₹9.5 L
EMD Value
₹23,802
Closing Date
4 Mar 2026, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LID EW Section Chungathara Grama Panchayat
Annual Plan 2025 26 Chungathara Gp Proj No 231/26 Chembankolly Izhukathode Road Renovation and Drainage in Ward No 20 231/26 General Civil Work
2026_LSGD_839323_4
10/AE/CHKTA/2025-26
Open Tender
Civil Works - Roads
Item Rate
360 days
Chungathara GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,100
Yes
₹23,802
Yes
19 Aug 2026
23 Feb 2026
6 Mar 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1maintenance | |||||
| 1.001 | OD428023/2025-2026: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 | - | - |
| 1.002 | 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. | - | sqm | - | - |
| 1.003 | 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 with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | - | cum | - | - |
| 1.004 | OD427967/2025-2026:OD 6.7.1- Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as
per drawings and Technical Specification Clause 1504. | - | sqm | - | - |
| 1.005 | OD427993/2025-2026: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) | - | cum | - | - |
| 1.006 | OD428042/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | 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) | - | 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) | - | cum | - | - |
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