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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | ₹5.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.5 L+₹15,239.40 (2.87%)Rejected-AOC | ₹5.5 L+₹15,239.40 (2.87%) | L2 | Rejected-AOC L2 |
| 3 | L3₹5.5 L+₹17,780.91 (3.35%)Rejected-AOC | ₹5.5 L+₹17,780.91 (3.35%) | L3 | Rejected-AOC L3 |
| 4 | L4₹5.5 L+₹23,565.66 (4.44%)Rejected-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | ₹5.5 L+₹23,565.66 (4.44%) | L4 | Rejected-AOC L4 |
| 5 | L5₹5.6 L+₹27,986.05 (5.28%)Rejected-AOC MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 | KAIPAMANGALAM | THRISSUR | KERALA | 680681 | ₹5.6 L+₹27,986.05 (5.28%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L4 | RADHAKRISHNAN KK L1 | HASHIM MM L5 | MD SANTHOSH L2 | K K Murali L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00TILE PAVING | ||||||||
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements<br> 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 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 6.6 | cum | 397.23 ₹2,621.72 | 379.5 ₹2,504.7 Lowest | 400 ₹2,640 | 390.42 ₹2,576.77 | 392.23 ₹2,588.72 |
| 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. | 35.2 | cum | 2,171.08 ₹76,422.02 | 2,074.19 ₹73,011.49 Lowest | 2,100 ₹73,920 | 2,133.82 ₹75,110.46 | 2,143.75 ₹75,460 |
| 1.00 | OD21372/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements having 80 mm thickness with minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock tiles 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) | 302.4 | sqm | 1,047.43 ₹3,16,742.83 | 1,000.73 ₹3,02,620.75 Lowest | 1,020 ₹3,08,448 | 1,029.49 ₹3,11,317.78 | 1,034.29 ₹3,12,769.3 |
| 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) | 7.28 | cum | 7,866 ₹57,225.15 | 7,670.92 ₹55,805.94 Lowest | 8,000 ₹58,200 | 7,891.4 ₹57,409.94 | 7,928.15 ₹57,677.29 |
| 2.00Cross Drain | ||||||||
| 2.00 | 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 | 7.32 | cum | 385.87 ₹2,822.64 | 368.65 ₹2,696.67 Lowest | 400 ₹2,926 | 379.25 ₹2,774.21 | 381.01 ₹2,787.09 |
| 2.00 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.77 | cum | 7,867.28 ₹6,057.81 | 7,516.21 ₹5,787.48 Lowest | 9,001.46 ₹6,931.12 | 7,732.25 ₹5,953.83 | 7,768.26 ₹5,981.56 |
| 2.00 | 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 | 2.83 | cum | 9,139.78 ₹25,893 | 8,731.93 ₹24,737.56 Lowest | 10,457.41 ₹29,625.84 | 8,982.92 ₹25,448.61 | 9,024.74 ₹25,567.09 |
| 2.00 | 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 | 0.1 | tonne | 88,209.43 ₹9,173.78 | 84,273.31 ₹8,764.42 Lowest | 1,00,926 ₹10,496.3 | 86,695.54 ₹9,016.34 | 87,099.24 ₹9,058.32 |
Tender Value
₹6.4 L
EMD Value
₹15,880
Closing Date
24 Jun 2026, 3:00 pmClosed
ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP
ASSISIANT ENGINEER LID EW SECTION KAIPAMANGALAM GP
KAIPAMANGALAM GP 2026-27 Project No 65/27 Manakkapadam North Colony Road Renovation Phase 2 ward -12
2026_LSGD_855963_11
ET1/AE/LSGD/KPLM/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KAIPAMANGALAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,405
Yes
₹15,880
Yes
16 Jul 2026
16 Jun 2026
27 Jun 2026
16 Jun 2026
24 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1TILE PAVING | |||||
| 1.001 | 2.14.2.A:Dismantling of Flexible Pavements<br> 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 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 1 | 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. | - | cum | - | - |
| 1.003 | OD21372/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements having 80 mm thickness with minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock tiles 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) | 1 | 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) | - | cum | - | - |
| 2Cross Drain | |||||
| 2.001 | 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 | - | cum | - | - |
| 2.002 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
| 2.003 | 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 | - | cum | - | - |
| 2.004 | 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 | 1 | tonne | - | - |
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