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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | ₹8.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.2 L+₹74,323.64 (8.79%)Rejected-AOC | ₹9.2 L+₹74,323.64 (8.79%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | S Unnikrishnan L1 | Aravind U L2 |
|---|---|---|---|---|---|
| 1.00Road construction | |||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 60.3 | cum | 15.89 ₹958.17 Lowest | 16.07 ₹969.02 |
| 1.00 | OD530416/2025-2026:Providing and laying of interlock concrete block pavement having thickness 80mm (M40)as per drawings and technical specification clause 1504 confirming to IS 15658 and laid in required colour and pattern over and including 50mm thick compacted bed of 6mm metal excluding edge concreting(Prepared as per approved OD) | 402 | sqm | 1,017 ₹4,08,834 Lowest | 1,200 ₹4,82,400 |
| 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) | 4.41 | cum | 9,100 ₹40,140.1 Lowest | 9,186.73 ₹40,522.67 |
| 2.00Granite name board | |||||
| 2.00 | OD530167/2025-2026:Supplying and fixing in position Granite Name Board clearly engraving the letters to a granite
plaque of size 60cm X 45cm, granite slab of appoved shade, colour and texture laid over 20mm
thick cement mortar(1cment:4 coarse sand)including all labour, material, conveyance charges
etc complete | 1 | each | 4,037 ₹4,037 Lowest | 4,037.18 ₹4,037.18 |
| 3.00protection | |||||
| 3.00 | 55.39a:Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on Structural Steel c section vertical post channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 546 mm long complete as per clause 811 | 76 | metre | 5,150 ₹3,91,400 Lowest | 5,154.79 ₹3,91,764.04 |
Tender Value
₹8.5 L
EMD Value
₹21,162
Closing Date
21 Jul 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER LID and EW Division Kottayam
LAC-ADS- 2023-24 MANI C KAPPAN MLA Pala Constituency 26531-Mampuzhakalinku Vakamalakunnu Road in ward -10 of Meenachil G P-General Civil Work
2026_LSGD_860176_8
2/2025-26/EE/LID and EW
Open Tender
Civil Works - Roads
Item Rate
180 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,162
Yes
16 Sept 2026
13 Jul 2026
22 Jul 2026
13 Jul 2026
21 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road construction | |||||
| 1.001 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 1 | cum | - | - |
| 1.002 | OD530416/2025-2026:Providing and laying of interlock concrete block pavement having thickness 80mm (M40)as per drawings and technical specification clause 1504 confirming to IS 15658 and laid in required colour and pattern over and including 50mm thick compacted bed of 6mm metal excluding edge concreting(Prepared as per approved OD) | - | sqm | - | - |
| 1.003 | 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 | - | - |
| 2Granite name board | |||||
| 2.001 | OD530167/2025-2026:Supplying and fixing in position Granite Name Board clearly engraving the letters to a granite
plaque of size 60cm X 45cm, granite slab of appoved shade, colour and texture laid over 20mm
thick cement mortar(1cment:4 coarse sand)including all labour, material, conveyance charges
etc complete | - | each | - | - |
| 3protection | |||||
| 3.001 | 55.39a:Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on Structural Steel c section vertical post channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 546 mm long complete as per clause 811 | - | metre | - | - |
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