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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.0 LAccepted-AOC | ₹7.0 L | 1 | Accepted-AOC 1 |
| 2 | 2₹7.1 LRejected-AOC | ₹7.1 L | 2 | Rejected-AOC 2 |
| Sl No | Description | Qty | Unit | A.M.ABDUL SALAM L2 | JOSE E V L1 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1.08 | cum | 230 ₹248.40 | 366.45 ₹395.77 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1.08 | cum | 6,800 ₹7,344 | 7,301.39 ₹7,885.50 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 1.26 | cum | 7,500 ₹9,450 | 8,206.24 ₹10,339.86 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.12 | tonne | 80,000 ₹9,600 | 83,362.97 ₹10,003.56 |
| 1.00 | 4.1.A.1: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. (i) For Grading I Material | 39.76 | cum | 2,300 ₹91,448 | 2,770.44 ₹1.1 L |
| 1.01 | OD164977/2025-2026:Taking out existing CC interlocking paver blocks from foot path and removal of rubbish etc | 330 | sqm | 121 ₹39,930 | 117.79 ₹38,870.70 |
| 1.01 | OD164978/2025-2026:Resetting and Laying of Interlocking Concrete Block Pavements using 60/80 mm
DEPARTMENT PAVERBLOCKS, laid in required pattern over and including a compacted bed of 6mm stone
aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-in-charge. | 231 | sqm | 210 ₹48,510 | 245 ₹56,595 |
| 1.01 | OD215128/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydralic
blocks of approved size, design and shape laid in crushed stone chipping 6.7mm size 100mm
passing 9.5 mm and retained on 2.36mm using plate vibrator etc. as per the departmental
specification | 496.6 | sqm | 940 ₹4.7 L | 867.67 ₹4.3 L |
| 1.01 | 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) | 4.96 | cum | 7,000 ₹34,720 | 7,624 ₹37,815.04 |
Tender Value
₹8.5 L
EMD Value
₹21,174
Closing Date
18 Aug 2025, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Executive Engineer , Kalamassery Municipality
SO 69/26-Interlock tile paving at Palluvana parambu,Anugraha nagar and drain maintenance in karippayi road at ward 2
2025_LSGD_784590_5
LIDEW/AEE/ET/11/2026
Open Tender
Civil Works - Roads
180 days
Kalamassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,174
Yes
6 May 2026
12 Aug 2025
20 Aug 2025
12 Aug 2025
18 Aug 2025
12 Aug 2025
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