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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC LOWER VALUE | |
| 2 | L2₹4.7 L+₹42,321.35 (10.00%)Rejected-AOC N A | L2 | Rejected-AOC HIGHER VALUE |
| Sl No | Description | Qty | Unit | DELMON DEVASSIA L1 | AJITH P GEORGE L2 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 24.98 | cum | 68.57 ₹1,712.54 Lowest | 75.42 ₹1,883.61 |
| 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. | 24.98 | cum | 2,484.07 ₹62,039.65 Lowest | 2,732.47 ₹68,243.44 |
| 1.00 | OD476217/2025-2026:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness, minimum strength M40 [conforming to IS 15658:2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost &amp;amp; conveyance charges etc. complete. [MoRTH 55.23 modified] | 150.75 | sqm | 1,213.41 ₹1,82,921.56 Lowest | 1,334.75 ₹2,01,213.56 |
| 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) | 2.97 | cum | 9,186.73 ₹27,321.34 Lowest | 10,105.4 ₹30,053.46 |
| 1.00 | 9.1.1:Excavation for Structures<br> Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.<br> I. Ordinary soil<br> (i) Upto 3 m depth | 1.29 | cum | 941.83 ₹1,214.96 Lowest | 1,036.01 ₹1,336.45 |
| 1.01 | 9.7:Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets | 4.3 | metre | 2,873.14 ₹12,354.5 Lowest | 3,160.45 ₹13,589.94 |
| 1.01 | 13.7a:Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2 | 28 | metre | 4,844.81 ₹1,35,654.68 Lowest | 5,329.29 ₹1,49,220.12 |
Tender Value
₹4.2 L
EMD Value
₹10,581
Closing Date
5 Mar 2026, 10:00 amClosed
ASSISTANT ENGINEER
KOLAZHY GRAMAPANCHAYATH
Proj No 467/25-26 Pump House Road Bilane Tiling and culvert construction in Ward 6
2026_LSGD_840382_3
03/AE/LSGD/KGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
KOLAZHY GRAMAPANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,581
Yes
14 Mar 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
Road work
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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.
OD476217/2025-2026:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness, minimum strength M40 [conforming to IS 15658:2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost &amp;amp; conveyance charges etc. complete. [MoRTH 55.23 modified]
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)
9.1.1:Excavation for Structures<br> Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.<br> I. Ordinary soil<br> (i) Upto 3 m depth
9.7:Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets
13.7a:Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2
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