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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.0 L+₹6,171.02 (1.25%)Rejected-AOC ERINJAD GRAMA PANCHAYATH | L2 | Rejected-AOC L2 | |
| 3 | L3₹5.0 L+₹9,499.62 (1.92%)Rejected-AOC MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 | KAIPAMANGALAM | THRISSUR | KERALA | 680681 | L3 | Rejected-AOC L3 | |
| 4 | L4₹5.1 L+₹10,085.26 (2.04%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹5.2 L+₹21,948.50 (4.43%)Rejected-AOC KERALA KL | PATHANAMTHITTA | KERALA | 689694 | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L6 | RADHAKRISHNAN KK L1 | HASHIM MM L3 | JOSEPH K P L2 | T M SIHAS L4 | AKHIL K M L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00TILE PAVING | |||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 336 | sqm | 14.02 ₹4,710.72 | 13.36 ₹4,488.96 | 10 ₹3,360 Lowest | 13.65 ₹4,586.4 | 13.64 ₹4,583.04 | 13.96 ₹4,690.56 |
| 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. | 40.32 | cum | 2,176.05 ₹87,738.34 | 2,074.19 ₹83,631.34 Lowest | 2,100 ₹84,672 | 2,111.45 ₹85,133.66 | 2,116.43 ₹85,334.46 | 2,166.11 ₹87,337.56 |
| 1.00 | OD38106/2026-2027: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) | 333 | sqm | 1,049.82 ₹3,49,590.06 | 1,000.73 ₹3,33,243.09 Lowest | 1,020 ₹3,39,660 | 1,010.47 ₹3,36,486.51 | 1,021.1 ₹3,40,026.3 | 1,045.07 ₹3,48,008.31 |
| 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) | 9.64 | cum | 7,971.6 ₹76,814.34 | 7,670.92 ₹73,916.99 Lowest | 8,000 ₹77,088 | 7,808.72 ₹75,244.83 | 7,827.09 ₹75,421.84 | 8,010.84 ₹77,192.45 |
Tender Value
₹5.9 L
EMD Value
₹14,829
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. 103/27 Farooq Road Maintanance Completion Ward 22
2026_LSGD_855963_12
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
₹1,310
Yes
₹14,829
Yes
17 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 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 | - | - |
| 1.002 | 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 | OD38106/2026-2027: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) | - | 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) | 1 | cum | - | - |
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