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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.3 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | 2₹10.8 L+₹45,744.08 (4.43%)Rejected-AOC | 2 | Rejected-AOC 2 | |
| 3 | Rejected-Technical | - | Rejected-Technical 4 | |
| 4 | Rejected-Technical | - | Rejected-Technical 3 |
| Sl No | Description | Qty | Unit | C P Ajish L2 | A.M.ABDUL SALAM L1 | latheef L3 | BIJU KANJIRATHINGAL KURIYACHAN L4 |
|---|---|---|---|---|---|---|---|
| 1.00INTER LOCK TILE PAVING | |||||||
| 1.00 | OD90177/2025-2026:Dry rubble masonry with good quality blasted rubble including all cost conveyance labour etc complete as per the engineer in charge | 42 | cum | 3,536 ₹1,48,512 | 3,420 ₹1,43,640 Lowest | 3,900 ₹1,63,800 | 3,802.44 ₹1,59,702.48 |
| 1.00 | OD90244/2025-2026:Dry rubble masonry with good quality DEPARTMENTAL rubble including conveyance of
materials and labour charges etc. complete as per direction of departmental officers at site.
Modified 60.7.1 | 63 | cum | 1,518 ₹95,634 | 1,470 ₹92,610 Lowest | 1,499.79 ₹94,486.77 | 1,633.8 ₹1,02,929.4 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.9 | tonne | 85,371 ₹76,833.9 | 82,659.91 ₹74,393.92 Lowest | 96,589.5 ₹86,930.55 | 91,799.7 ₹82,619.73 |
| 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<br> IV. R.C.C grade M 20 | 7.5 | cum | 8,403 ₹63,022.5 | 8,100 ₹60,750 | 6,595 ₹49,462.5 Lowest | 9,036.75 ₹67,775.63 |
| 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. | 560 | sqm | 13 ₹7,280 | 10 ₹5,600 | 9.9 ₹5,544 Lowest | 14.63 ₹8,192.8 |
| 1.01 | OD57083/2025-2026:Interlocking Concrete Block Pavement Providing and laying of Interlocking Concrete Block
Pavements Having Thickness 80 mm as per Drawings and Technical Specification Clause | 560 | sqm | 888 ₹4,97,280 Lowest | 910 ₹5,09,600 | 985 ₹5,51,600 | 955.48 ₹5,35,068.8 |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 56 | cum | 2,836 ₹1,58,816 | 2,100 ₹1,17,600 Lowest | 2,198.5 ₹1,23,116 | 3,050.82 ₹1,70,845.92 |
| 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) | 2.7 | cum | 7,808 ₹21,081.6 | 7,450 ₹20,115 | 5,289.99 ₹14,282.97 Lowest | 8,396.67 ₹22,671.01 |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 27 | cum | 374 ₹10,098 | 315 ₹8,505 | 199 ₹5,373 Lowest | 403.53 ₹10,895.31 |
Tender Value
₹12.7 L
EMD Value
₹31,748
Closing Date
28 Jun 2025, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Executive Engineer , Kalamassery Municipality
SO445/26-Interlock tile paving Protection wall for chiramolath road in ward 15
2025_LSGD_770815_7
LIDEW/AEE/ET/6/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Kalamassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,748
Yes
12 Oct 2025
23 Jun 2025
1 Jul 2025
23 Jun 2025
28 Jun 2025
23 Jun 2025
Amount
INTER LOCK TILE PAVING
OD90177/2025-2026:Dry rubble masonry with good quality blasted rubble including all cost conveyance labour etc complete as per the engineer in charge
OD90244/2025-2026:Dry rubble masonry with good quality DEPARTMENTAL rubble including conveyance of materials and labour charges etc. complete as per direction of departmental officers at site. Modified 60.7.1
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
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.
OD57083/2025-2026:Interlocking Concrete Block Pavement Providing and laying of Interlocking Concrete Block Pavements Having Thickness 80 mm as per Drawings and Technical Specification Clause
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
C P Ajish (BID ID -2233000)
latheef (BID ID -2234836)
BIJU KANJIRATHINGAL KURIYACHAN (BID ID -2235191)
Bidder Name
C P Ajish
BIJU KANJIRATHINGAL KURIYACHAN
latheef
A.M.ABDUL SALAM
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