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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.0 L+₹55,614.18 (16.1%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹4.0 L+₹59,320.09 (17.2%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | NARAYANAN KUTTY T L1 | SUMESH K L2 | HARIDASAN M P L3 |
|---|---|---|---|---|---|---|
| 1.00Concreting | ||||||
| 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. | 65.88 | cum | 59 ₹3,886.92 Lowest | 69.16 ₹4,556.26 | 69.8 ₹4,598.42 |
| 1.00 | 4.1.A.3: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. (iii) For Grading III Material | 21.96 | cum | 2,948 ₹64,738.08 Lowest | 3,427.98 ₹75,278.44 | 3,459.73 ₹75,975.67 |
| 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) | 32.94 | cum | 8,293.05 ₹2,73,173.07 Lowest | 9,640.25 ₹3,17,549.84 | 9,729.51 ₹3,20,490.06 |
| 1.00 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.54 | sqm | 5,208 ₹2,812.32 Lowest | 5,259.32 ₹2,840.03 | 5,308.02 ₹2,866.33 |
Tender Value
₹3.7 L
EMD Value
₹9,264
Closing Date
3 Mar 2026, 5:00 pmClosed
Assistant Engineer
KALLIASSERY GP
Annual Plan-Pro No-332/25-26-CHEVON RAJAN LAKSHAM VEEDU COLONY ROAD CONCRETE IN KALLIASSERI GP-General Civil WorkKALLIASSERI GP-General Civil Work
2026_LSGD_839937_2
11/2025/AE/LID EW
Open Tender
Civil Works - Roads
Item Rate
KALLIASSERY
Please refer Tender documents.
9 documents required · 9 mandatory
₹820
Yes
₹9,264
Yes
30 Apr 2026
24 Feb 2026
4 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
Concreting
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.3: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. (iii) For Grading III 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)
10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
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