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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC | L1 | Accepted-AOC Lowest rate and hence the work is awarded to the Contractor vide Resolution No. /Order No.Accepted Vide Resolution No.20 dtd.13-03-2026 wadakkanchery municipality of WadakkancheryMunicipality | |
| 2 | L2₹7.0 L+₹34,779.98 (5.23%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | SANTHOSHKUMAR K K L2 | RAJESH V U L1 |
|---|---|---|---|---|---|
| 1.00shallow drain | |||||
| 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. | 110.08 | cum | 80 ₹8,806 | 66.84 ₹7,357.41 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 6.8 | cum | 441.5 ₹3,002.2 Lowest | 441.5 ₹3,002.2 Lowest |
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 90 | cum | 54.66 ₹4,919.4 Lowest | 54.66 ₹4,919.4 Lowest |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 15.72 | cum | 9,001.46 ₹1,41,547.96 Lowest | 9,001.46 ₹1,41,547.96 Lowest |
| 1.00 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 42.09 | cum | 9,500 ₹3,99,836 | 8,796 ₹3,70,206.05 Lowest |
| 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) | 9.43 | cum | 9,186.73 ₹86,584.93 Lowest | 9,186.73 ₹86,584.93 Lowest |
| 1.01 | OD495226/2025-2026: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 all charges as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. (modified of 11.4.2 with out roller ) | 1.2 | cum | 2,000 ₹2,400 | 1,824.27 ₹2,189.12 Lowest |
| 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 For height upto 5 m III. R.C.C grade M 20 | 2.29 | cum | 10,457.41 ₹23,999.76 Lowest | 10,457.41 ₹23,999.76 Lowest |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.21 | tonne | 1,00,926.12 ₹20,891.71 Lowest | 1,00,926.12 ₹20,891.71 Lowest |
Tender Value
₹6.7 L
EMD Value
₹16,631
Closing Date
12 Mar 2026, 11:30 amClosed
RISMY MUHAMMED
Office of the Muncipal Engineer, LID/EW, wadakkanchery municipality
Annual Plan-Wadakkanchery Municipality Mulam Parambu Road Drainage Construction Second Stage Div-23 Pro No-258/2025-26
2026_LSGD_843847_8
09/2025-26/ME/LID/EW/WKY
Open Tender
Civil Works - Roads
Item Rate
180 days
wadakkanchery municipality
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,470
Yes
₹16,631
Yes
25 Sept 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
12 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1shallow drain | |||||
| 1.001 | 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. | 110.08 | cum | - | - |
| 1.002 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 6.8 | cum | - | - |
| 1.003 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 90 | cum | - | - |
| 1.004 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 15.73 | cum | - | - |
| 1.005 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 42.09 | cum | - | - |
| 1.006 | 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) | 9.43 | cum | - | - |
| 1.007 | OD495226/2025-2026: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 all charges as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. (modified of 11.4.2 with out roller ) | 1.2 | cum | - | - |
| 1.008 | 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 For height upto 5 m III. R.C.C grade M 20 | 2.3 | cum | - | - |
| 1.009 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.21 | tonne | - | - |
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