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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | ₹7.6 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical KERALA KL | KOTTAYAM | KERALA | 686001 | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical ERNAKULAM | KERALA | 680667 | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | P H Zakeer L3 | SHEFEER E S L1 | PINTU PAULOSE L2 | RANJINI G L4 |
|---|---|---|---|---|---|---|---|
| 1.00Interlock tile paving | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 387 | sqm | 15.85 ₹6,133.95 | 14.38 ₹5,565.06 | 15 ₹5,805 | 16.81 ₹6,505.47 |
| 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 | 24.37 | cum | 3,304.5 ₹80,524.06 | 2,997.42 ₹73,041.13 | 3,000 ₹73,104 | 3,504.77 ₹85,404.24 |
| 1.00 | OD426125/2025-2026:Providing and laying of Interlocking concrete Block using 80 mm M 40 Hydraulic blocks of approved size,design and shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer in charge | 541.8 | sqm | 1,176.33 ₹6.4 L | 1,067.01 ₹5.8 L | 1,115 ₹6.0 L | 1,247.62 ₹6.8 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) | 5.35 | cum | 9,094.86 ₹48,621.12 | 8,249.68 ₹44,102.79 | 8,000 ₹42,768 | 9,646.06 ₹51,567.84 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 5.8 | cum | 8,708.89 ₹50,555.11 | 7,899.58 ₹45,857.06 | 8,000 ₹46,440 | 9,236.7 ₹53,619.04 |
| 1.01 | OD426131/2025-2026:Engaging Mancoolies | 14 | each | 1,287 ₹18,018 | 1,012.37 ₹14,173.18 | 1,000 ₹14,000 | 1,183.72 ₹16,572.08 |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
29 Jan 2026, 6:00 pmClosed
Asst Exe Engineer
Asst Exe Engineer,Thrippunithura Municipality
Annual Plan-S0 889-25-26 TILING AT LBS- AMBALAM ROAD IN OLD WARDS 22 24 25-Tripunithura Municipality-General Civil Work
2026_LSGD_829928_8
PW1-517354/26
Open Tender
Civil Works - Roads
180 days
Tripunithura
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,182
Yes
17 Apr 2026
23 Jan 2026
31 Jan 2026
23 Jan 2026
29 Jan 2026
23 Jan 2026
Interlock tile paving
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
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
OD426125/2025-2026:Providing and laying of Interlocking concrete Block using 80 mm M 40 Hydraulic blocks of approved size,design and shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer in charge
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)
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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
OD426131/2025-2026:Engaging Mancoolies
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