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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.6 LAccepted-AOC | 1 | Accepted-AOC Selected as per board resolution | |
| 2 | 2₹6.9 L+₹30,492 (4.62%)Rejected-AOC | 2 | Rejected-AOC Selected as per board resolution |
| Sl No | Description | Qty | Unit | Raveendran M L2 | Ottappalam Taluk Karinkal Quary Operators Industrial Co Op Society Cherpulassery L1 |
|---|---|---|---|---|---|
| 1.00ROAD RENOVATION | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 460.5 | sqm | 13.05 ₹6,009.53 | 12.47 ₹5,742.44 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 9.6 | cum | 54.47 ₹522.91 | 52.07 ₹499.87 Lowest |
| 1.00 | OD239339/2025-2026:Modified data 4.1.A.1 (MORD 2021)Granular Sub-base with Well Graded Material (Table
400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well
graded material, spreading in uniform layers and compacting for
achieve the desired density, complete as per Technical Specification Clause 401. (i) For
Grading I Material | 57.56 | cum | 2,562.7 ₹1,47,521.83 | 2,449.5 ₹1,41,005.47 Lowest |
| 1.00 | OD239337/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30
including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles
in lines and levels as per the directions of the departmental officers at site inclusive of all cost
&conveyance charges etc. complete | 460.5 | sqm | 874.25 ₹4,02,592.13 | 835.63 ₹3,84,807.62 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) | 17.54 | cum | 7,487.18 ₹1,31,295.19 | 7,156.46 ₹1,25,495.68 Lowest |
| 1.01 | OD239338/2025-2026:Supplying and fixing Name board Built in Square Pipe with MS sheet and a Size of
90cmx60cm, including all Other materials, labour charges etc. Completed as per the Direction
of Departmental officers | 1 | each | 2,304.89 ₹2,304.89 | 2,203.07 ₹2,203.07 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,173
Closing Date
24 Sept 2025, 2:00 pmClosed
Assistant Engineer
O/O Assistant Engineer LID EW Section Nellaya GP
Annual Plan-NLY GP 2025-26 PROJECT NO 103 IDUTHARA ROAD RENOVATION- IDUTHARA ROAD RENOVATION, MGR- 1000000-General Civil Work
2025_LSGD_797364_1
ET-3/103/AE/LSGD/NLY/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
NELLAYA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
₹21,173
12 Nov 2025
16 Sept 2025
26 Sept 2025
16 Sept 2025
24 Sept 2025
16 Sept 2025
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