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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC | ₹6.6 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 5 | Rejected-Technical ERNAKULAM | KERALA | 680667 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | AFAF CONSTRUCTION L4 | MPM CONSTRUCTIONS L6 | DEEPAK KR L1 | creative construction Group L5 | Sabu Mathew L3 | PINTU PAULOSE L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00road tile work | |||||||||
| 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. | 591 | sqm | 15 ₹8,865 | 100 ₹59,100 | 14.55 ₹8,599.05 | 17 ₹10,047 | 14.71 ₹8,693.61 | 15 ₹8,865 |
| 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 | 9.3 | cum | 2,950 ₹27,446.80 | 3,300 ₹30,703.20 | 3,034.14 ₹28,229.64 | 3,300 ₹30,703.20 | 3,010 ₹28,005.04 | 1,500 ₹13,956 |
| 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) | 3.37 | cum | 7,900 ₹26,591.40 | 9,000 ₹30,294 | 8,350.73 ₹28,108.56 | 8,500 ₹28,611 | 8,442.6 ₹28,417.79 | 8,000 ₹26,928 |
| 1.00 | OD466676/2025-2026:Providing and laying Interlocking cement concrete blocks 80 mm thick M40 hydraulic blocks of
approved size . design and shape laid in required and pattern over 50 mm thick compacted bed
of approved cushion material, compacting and proper embedding flaying of inter locking paver
blocks into compacted layer through vibratory compaction by using plate vibrator, and cutting
of paver blocks as per required size and pattern, finishing and sweeping extra sand in light
traffic parking etc complete as per manufactures Specifications & direction of Engineer in charge | 591 | sqm | 1,130 ₹6.7 L | 1,200 ₹7.1 L | 1,016.45 ₹6.0 L | 1,140 ₹6.7 L | 1,110 ₹6.6 L | 1,100 ₹6.5 L |
Tender Value
₹7.7 L
EMD Value
₹19,342
Closing Date
2 Mar 2026, 12:00 pmClosed
Asst Exe Engineer
Asst Exe Engineer,Thrippunithura Municipality
GENERAL-912-25-26-TILING OF ILAMANA BHUVANEWARY TEMPLE TO VAKKANATHU JUNCTION CONCRETING TILING OF VADAKKEKKOTTA THACHERIL LANE TILING OF VADAKKEKKOTTA MAITHRI LANE AND THERLAK ROAD IN WARD 39 BALANCE PORTION
2026_LSGD_839895_7
PW1-517354/26
Open Tender
Civil Works - Roads
180 days
Tripunithura
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,705
Yes
₹19,342
Yes
27 Apr 2026
25 Feb 2026
3 Mar 2026
25 Feb 2026
2 Mar 2026
25 Feb 2026
road tile work
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
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)
OD466676/2025-2026:Providing and laying Interlocking cement concrete blocks 80 mm thick M40 hydraulic blocks of approved size . design and shape laid in required and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding flaying of inter locking paver blocks into compacted layer through vibratory compaction by using plate vibrator, and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in light traffic parking etc complete as per manufactures Specifications & direction of Engineer in charge
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