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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.5 L+₹23,785.90 (4.51%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SREEJESH R L1 | GLOBAL NET ID SOLUTIONS L2 |
|---|---|---|---|---|---|
| 1.00concrete road | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 9.9 | cum | 65.97 ₹653.1 Lowest | 65.97 ₹653.1 Lowest |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 78.6 | cum | 64.04 ₹5,033.54 Lowest | 64.04 ₹5,033.54 Lowest |
| 1.00 | 4.1.A.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 31.15 | cum | 3,170.13 ₹98,749.55 Lowest | 3,370 ₹1,04,975.5 |
| 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) | 46.73 | cum | 8,926.1 ₹4,17,080.95 Lowest | 9,296 ₹4,34,364.9 |
| 2.00NAME BOARD | |||||
| 2.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 0.17 | cum | 240.45 ₹40.4 Lowest | 240.45 ₹40.4 Lowest |
| 2.00 | OD22491/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of materials, labour charges | 0.28 | cum | 6,496.02 ₹1,792.9 Lowest | 7,496 ₹2,068.9 |
| 2.00 | 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | 1.02 | sqm | 359.59 ₹366.78 Lowest | 359.59 ₹366.78 Lowest |
| 2.00 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 1.02 | sqm | 153.87 ₹156.95 Lowest | 153.87 ₹156.95 Lowest |
Tender Value
₹5.3 L
EMD Value
₹13,200
Closing Date
3 Jan 2026, 6:00 pmClosed
EE Kannur Muncipal Corporation
O/o Superintending Engineer, Kannur Municipal Corporation, Kannur
MLA-SDF-2024-25 RAGHAVAN MASTER PEEDIKA CHATHOTH SHANTHA KP PRASHANTHAN MELOTH NARAYANI VEEDU ROAD-CHELORA ZONAL IN KANNUR CORPORATION-General Civil Work
2025_LSGD_824140_3
E7 948/2023 Dt.15.12.2025 (3-A)
Open Tender
Civil Works - Roads
Item Rate
180 days
Kannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,165
Yes
₹13,200
Yes
18 Apr 2026
27 Dec 2025
5 Jan 2026
27 Dec 2025
3 Jan 2026
27 Dec 2025
concrete road
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.1.A.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
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)
NAME BOARD
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
OD22491/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges
13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
8.9.1.2:Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade
16.21:Engraving letters in hard stone
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