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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAccepted-AOC | ₹10.4 L | L1 | Accepted-AOC low bider |
| 2 | L2₹11.5 L+₹1.1 L (10.3%)Rejected-Finance | ₹11.5 L+₹1.1 L (10.3%) | L2 | Rejected-Finance L2 |
| 3 | L3₹11.6 L+₹1.2 L (11.4%)Rejected-Finance THRISSUR THRISSUR KERALA 680582 | THRISSUR | KERALA | 680582 | ₹11.6 L+₹1.2 L (11.4%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | P C Devassy L3 | SURENDRAN C.R L1 | edakkalathur construction L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 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. | 761.7 | sqm | 16.01 ₹12,194.82 | 14.36 ₹10,938.01 Lowest | 15.85 ₹12,072.95 |
| 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) | 114.25 | cum | 9,563.75 ₹10,92,706.26 | 8,583.46 ₹9,80,703.22 Lowest | 9,468.11 ₹10,81,778.91 |
| 1.00 | OD469487/2025-2026:S/F information board 60cm x45cm size using GI pipe as post 133 thick Ms sheet Surrounded
by Ms angles including painting lettering and fixing in concrete etc. as per the direction of
engineer in charge | 1 | each | 2,542.38 ₹2,542.38 | 2,281.78 ₹2,281.78 Lowest | 2,516.96 ₹2,516.96 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 15 | cum | 3,750.64 ₹56,259.6 | 3,366.19 ₹50,492.85 Lowest | 3,713.13 ₹55,696.95 |
Tender Value
₹13.7 L
EMD Value
₹29,093
Closing Date
2 Mar 2026, 4:00 pmClosed
O/o Assistant Engineer, LSGD Section, Adat
Engineer, LSGD Section, Adat
KANNATH LANE MAINTENANCE WARD-10 R-CONCRETING
2026_LSGD_839000_1
8946/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
270 days
LSGD(EW) Section Adat G P
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹29,093
Yes
16 May 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
ROAD CONCRETE
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.
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)
OD469487/2025-2026:S/F information board 60cm x45cm size using GI pipe as post 133 thick Ms sheet Surrounded by Ms angles including painting lettering and fixing in concrete etc. as per the direction of engineer in charge
4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
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