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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder |
| Sl No | Description | Qty | Unit | THOMAS MP L1 |
|---|---|---|---|---|
| 1.00ROAD | ||||
| 1.00 | OD90379/2025-2026:Construction of Sub grade and Earthen Shoulders Construction of sub grade and earthen
shoulders with approved material obtained from borrow pits with all lifts and leads, transporting
to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2
with lead upto 1000 m as per Technical Specification Clause 303.1. (3.14 Modified with
increased compensation and additional conveyance | 17.49 | cum | 1,296.38 ₹22,669.8 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. <br>(ii) Using Gravel mix soil. | 38.12 | cum | 2,484.07 ₹94,680.33 Lowest |
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 6.53 | cum | 941.83 ₹6,145.44 Lowest |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 17.84 | cum | 6,847.77 ₹1,22,129.98 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) | 0.49 | cum | 9,186.73 ₹4,492.31 Lowest |
| 1.01 | OD22741/2025-2026:Supplying and fixing name board including all cost, conveyance and all labour charges etc... | 1 | each | 3,025 ₹3,025 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,329
Closing Date
6 Aug 2025, 5:00 pmClosed
Assistant Engineer
O/o,Assistant Engineer, LSGD Section Champakkulam
Annual Plan-PR NO 44-2025-26 Champakulam GP-Ward 8 edathua route mannuparambu to south Attirampu Aruparachira mathewvinte veedu road maintenence-General Civil Work
2025_LSGD_776114_2
44/AE/TEN/25-26
Open Tender
Civil Works - Roads
Percentage
180 days
Champakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,329
Yes
11 Nov 2025
30 Jul 2025
8 Aug 2025
30 Jul 2025
6 Aug 2025
30 Jul 2025
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finance_1279780.pdf
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