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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.11 dtd.26/09/2026 of Edathiruthy GP | |
| 2 | L2₹8.7 L+₹3,130.30 (0.36%)Rejected-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹8.8 L+₹8,246.67 (0.95%)Rejected-AOC ERINJAD GRAMA PANCHAYATH | L3 | Rejected-AOC Higher rate and hence not admitted | |
| 4 | L4₹8.9 L+₹16,947.64 (1.95%)Rejected-AOC MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 | KAIPAMANGALAM | THRISSUR | KERALA | 680681 | L4 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L2 | Ranjith T L3 | HASHIM MM L4 | EDACHALIL CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road construction | |||||||
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses | 13.53 | cum | 380.42 ₹5,147.08 | 381.78 ₹5,165.48 | 454 ₹6,142.62 | 379.05 ₹5,128.55 Lowest |
| 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. (ii) Using Gravel mix soil. | 67.65 | cum | 2,079.17 ₹1,40,655.85 | 2,086.61 ₹1,41,159.17 | 2,000 ₹1,35,300 Lowest | 2,071.71 ₹1,40,151.18 |
| 1.00 | OD76812/2026-2027:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm thickness, minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MORTH 55.23) | 588.7 | sqm | 1,003.13 ₹5,90,542.63 | 1,006.72 ₹5,92,656.06 | 1,025 ₹6,03,417.5 | 999.53 ₹5,88,423.31 Lowest |
| 1.00 | 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) | 13.36 | cum | 7,689.3 ₹1,02,698.29 | 7,716.85 ₹1,03,066.25 | 7,600 ₹1,01,505.6 Lowest | 7,661.73 ₹1,02,330.07 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 3.19 | cum | 369.52 ₹1,179.51 | 392.93 ₹1,254.23 | 441 ₹1,407.67 | 368.21 ₹1,175.33 Lowest |
| 1.01 | 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 | 0.68 | cum | 7,534.23 ₹5,153.41 | 8,011.29 ₹5,479.72 | 9,000 ₹6,156 | 7,507.21 ₹5,134.93 Lowest |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1.25 | cum | 7,362.96 ₹9,233.15 | 7,829.2 ₹9,817.82 | 8,796 ₹11,030.18 | 7,336.58 ₹9,200.07 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 0.82 | cum | 8,275.44 ₹6,794.14 | 8,799.46 ₹7,224.36 | 9,887 ₹8,117.23 | 8,245.79 ₹6,769.79 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.13 | tonne | 84,066.03 ₹11,012.65 | 89,389.2 ₹11,709.99 | 1,00,437 ₹13,157.25 | 83,764.71 ₹10,973.18 Lowest |
Tender Value
₹10.4 L
EMD Value
₹26,058
Closing Date
17 Sept 2026, 4:00 pmClosed
Asha K S,AE ,LIDEW Section ,Edathiruthy GP
Asha K S,AE ,LIDEW Section ,Edathiruthy GP
Annual Plan-Edathiruthy GP 2026-27 V R S Road Balance Portion Maintenance in Ward 15 S0 032/27-General Civil Work
2026_LSGD_868730_4
TN03/AE/LIDEW/EDTY/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Edathiruthy GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹26,058
Yes
8 Oct 2026
10 Sept 2026
19 Sept 2026
10 Sept 2026
17 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road construction | |||||
| 1.001 | 2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses | 13.53 | cum | - | - |
| 1.002 | 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. (ii) Using Gravel mix soil. | 67.65 | cum | - | - |
| 1.003 | OD76812/2026-2027:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm thickness, minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MORTH 55.23) | 588.7 | sqm | - | - |
| 1.004 | 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) | 13.36 | cum | - | - |
| 1.005 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 3.19 | cum | - | - |
| 1.006 | 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 | 0.68 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1.25 | cum | - | - |
| 1.008 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 0.82 | cum | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.13 | tonne | - | - |
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