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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.9 LAccepted-AOC | ₹8.9 L | 1 | Accepted-AOC 1 |
| 2 | 2₹9.2 LRejected-AOC | ₹9.2 L | 2 | Rejected-AOC 2 |
| Sl No | Description | Qty | Unit | C.H BASHEER L2 | KAREEM.K.P L1 |
|---|---|---|---|---|---|
| 1.00Road Renovation | |||||
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 90 | cum | 480 ₹43,200 | 471.32 ₹42,418.80 |
| 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. | 492.6 | sqm | 11 ₹5,418.60 | 9.82 ₹4,837.33 |
| 1.00 | 6.1.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 | 50.25 | cum | 3,000 ₹1.5 L | 2,970.31 ₹1.5 L |
| 1.00 | OD318535/2024-2025:providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 Hydraulic
blocks of approved size ,and Design &amp; Shape laid in Required pattern over and Including a
Compacted bed of 6 mm Stone aggregate of 50 mm average thickness, etc all Complete as per
the Direction of Engineer in Charge ( Details for 10 m2) | 658.95 | sqm | 1,050 ₹6.9 L | 1,008.47 ₹6.6 L |
| 1.00 | 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) | 3.57 | cum | 8,000 ₹28,584 | 7,977.65 ₹28,504.14 |
Tender Value
₹8.9 L
EMD Value
₹22,239
Closing Date
21 Jan 2025, 5:00 pmClosed
Assistant Engineer
Municipal office ,Kalamassery
SO616/25-RENNOVATION OF HILTOP ROAD IN WARD NO 36
2025_LSGD_724861_19
LIDEW/AEE/ET/08/2024
Open Tender
Civil Works - Roads
180 days
KALAMASSERY MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,965
Yes
₹22,239
Yes
25 Dec 2025
13 Jan 2025
23 Jan 2025
13 Jan 2025
21 Jan 2025
13 Jan 2025
Amount
Road Renovation
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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.
6.1.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
OD318535/2024-2025:providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 Hydraulic blocks of approved size ,and Design &amp; Shape laid in Required pattern over and Including a Compacted bed of 6 mm Stone aggregate of 50 mm average thickness, etc all Complete as per the Direction of Engineer in Charge ( Details for 10 m2)
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)
C.H BASHEER (BID ID -2070054)
Bidder Name
C.H BASHEER
KAREEM.K.P
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