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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical KERALA KL | KOTTAYAM | KERALA | 686001 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | BHADRAN.V.V. L1 | P H Zakeer L2 |
|---|---|---|---|---|---|
| 1.00drain | |||||
| 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. | 618.67 | sqm | 10.8 ₹6,681.64 Lowest | 11 ₹6,805.37 |
| 1.00 | OD359709/2024-2025: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 | 618.67 | sqm | 1,054 ₹6,52,078.18 Lowest | 1,070 ₹6,61,976.9 |
| 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 | 23.87 | cum | 3,267 ₹77,983.29 Lowest | 3,300 ₹78,771 |
| 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) | 4.09 | cum | 8,775 ₹35,933.63 Lowest | 8,800 ₹36,036 |
| 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 | 5.67 | cum | 9,440 ₹53,524.8 Lowest | 9,500 ₹53,865 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.68 | tonne | 96,770 ₹65,803.6 Lowest | 97,000 ₹65,960 |
| 1.01 | OD398293/2024-2025:Engaging man cooli | 5 | each | 1,007 ₹5,035 Lowest | 1,050 ₹5,250 |
Tender Value
₹8.5 L
EMD Value
₹21,166
Closing Date
17 Feb 2025, 3:30 pmClosed
ASSISTANT ENGINEER
MUNICIPAL OFFICE TRIPUNITHURA MUNICIPALITY
745/24-25-COMPLETION OF TILING WORK OF FLOOD BANKROAD IN WARD 3
2025_LSGD_736009_13
14627/2016
Open Tender
Civil Works - Roads
Item Rate
90 days
TRIPUNITHURA MUNICIPALITY
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,210
₹21,166
10 Sept 2025
10 Feb 2025
19 Feb 2025
10 Feb 2025
17 Feb 2025
10 Feb 2025
Amount
drain
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.
OD359709/2024-2025: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
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)
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD398293/2024-2025:Engaging man cooli
P H Zakeer (BID ID -2112379)
Bidder Name
BHADRAN.V.V.
P H Zakeer
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