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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | ₹5.9 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical PARAYIL THIKIDIMAYIL ROAD NAVIKARANAM | MALAPPURAM | KERALA | 670612 | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Devi Constructions L1 | JOHNSON JOSE L4 | NEDIYORAM CONSTRUCTION L3 | Ajith Soman L2 |
|---|---|---|---|---|---|---|---|
| 1.00Side concreting | |||||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 1.2 | cum | 730.87 ₹877.04 Lowest | 791.13 ₹949.36 | 847.65 ₹1,017.18 | 744.05 ₹892.86 |
| 1.00 | OD488145/2025-2026:DRY RUBBLE MASONRY WITH OUT CONCRETE LEVELLING COURSE , MASONRY WITH GOOD QUALITY BLASTERED RUBBLE INCLUDING PACKING TO COMPACTNESS TO LINES AND LEVELS COST , COST AND CONVEYANCE OF ALL MATERIALS & LABOUR CHARGES ETC..COMPLETE AS PER DIRECTION OF THE DEPARTMENTAL OFFICERS (Modified item of 60.7.1 from DAR) | 6.72 | cum | 3,228.33 ₹21,710.52 Lowest | 3,494.58 ₹23,501.05 | 3,993.8 ₹26,858.31 | 3,286.57 ₹22,102.18 |
| 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. | 75.22 | cum | 51.87 ₹3,901.92 Lowest | 56.14 ₹4,223.13 | 66.2 ₹4,979.9 | 52.8 ₹3,971.88 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 75.22 | cum | 7,421.47 ₹5,58,280.08 Lowest | 8,033.55 ₹6,04,323.8 | 7,842.25 ₹5,89,933.26 | 7,555.36 ₹5,68,351.96 |
| 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) | 0.73 | cum | 7,128.91 ₹5,175.59 Lowest | 7,716.85 ₹5,602.43 | 7,808.7 ₹5,669.12 | 7,257.52 ₹5,268.96 |
| 1.01 | OD488160/2025-2026:Supplying and fixing in position Granite Name Board clearly engraving the letters to a
granite plaque of size 60cm X 45cm, granite slab of approved shade, colour and texture laid over 20mm thick
cement mortar (1 cement:4 coarse sand) including all labour, material, conveyance charges etc complete | 1 | each | 1,644.97 ₹1,644.97 Lowest | 1,780.63 ₹1,780.63 | 2,077.4 ₹2,077.4 | 1,674.65 ₹1,674.65 |
Tender Value
₹7.6 L
EMD Value
₹19,059
Closing Date
28 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
LIDEW SUB DIVISION KADUTHURUTHY BP
CONSTRUCTION OF KSEB KURICHI ROAD DRAINAGE Thalayolaparambu GP
2026_LSGD_839007_3
11/AE/KDTYBK/25-26
Open Tender
Civil Works - Others
Item Rate
180 days
KADUTHURUTHY BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,685
Yes
₹19,059
Yes
21 Sept 2026
21 Feb 2026
2 Mar 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side concreting | |||||
| 1.001 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 1.2 | cum | - | - |
| 1.002 | OD488145/2025-2026:DRY RUBBLE MASONRY WITH OUT CONCRETE LEVELLING COURSE , MASONRY WITH GOOD QUALITY BLASTERED RUBBLE INCLUDING PACKING TO COMPACTNESS TO LINES AND LEVELS COST , COST AND CONVEYANCE OF ALL MATERIALS & LABOUR CHARGES ETC..COMPLETE AS PER DIRECTION OF THE DEPARTMENTAL OFFICERS (Modified item of 60.7.1 from DAR) | 6.73 | cum | - | - |
| 1.003 | 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. | 75.23 | cum | - | - |
| 1.004 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 75.23 | cum | - | - |
| 1.005 | 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) | 0.73 | cum | - | - |
| 1.006 | OD488160/2025-2026:Supplying and fixing in position Granite Name Board clearly engraving the letters to a
granite plaque of size 60cm X 45cm, granite slab of approved shade, colour and texture laid over 20mm thick
cement mortar (1 cement:4 coarse sand) including all labour, material, conveyance charges etc complete | 1 | each | - | - |
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