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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | AFAF CONSTRUCTION L2 | LIMSHAD T.M. L4 | Hira Constructions L3 | SHEFEER E S L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD TILE WORK&DRAIN | |||||||
| 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. | 649.05 | sqm | 16 ₹10,384.8 | 16.01 ₹10,391.29 | 16.1 ₹10,449.71 | 15.39 ₹9,988.88 Lowest |
| 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 | 16.12 | cum | 3,335 ₹53,760.2 | 3,337.88 ₹53,806.63 | 3,337.5 ₹53,800.5 | 3,208.57 ₹51,722.15 Lowest |
| 1.00 | OD135439/2025-2026: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 | 667.8 | sqm | 1,160.3 ₹7,74,848.34 | 1,160.33 ₹7,74,868.37 | 1,160.29 ₹7,74,841.66 | 1,115.38 ₹7,44,850.76 Lowest |
| 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) | 9.53 | cum | 9,186.7 ₹87,512.5 | 9,186.73 ₹87,512.79 | 9,186.75 ₹87,512.98 | 8,830.84 ₹84,122.58 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 100 | cum | 441 ₹44,100 | 441.5 ₹44,150 | 441 ₹44,100 | 424.4 ₹42,440 Lowest |
| 1.01 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 10 | cum | 9,000 ₹90,000 | 9,001.46 ₹90,014.6 | 9,000 ₹90,000 | 8,652.74 ₹86,527.4 Lowest |
| 1.01 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 37.19 | cum | 8,796 ₹3,27,105.65 | 8,796.86 ₹3,27,137.63 | 8,796 ₹3,27,105.65 | 8,456.07 ₹3,14,464.33 Lowest |
| 1.01 | 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 | 13.68 | cum | 9,887 ₹1,35,254.16 | 9,887.04 ₹1,35,254.71 | 9,887 ₹1,35,254.16 | 9,504.02 ₹1,30,014.99 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.57 | tonne | 1,00,437.31 ₹1,57,987.89 | 1,00,437.31 ₹1,57,987.89 | 1,00,437 ₹1,57,987.4 | 96,545 ₹1,51,865.29 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,366
Closing Date
16 Aug 2025, 6:00 pmClosed
Asst Exe Engineer
Office of Asst Exe Engineer Thrippunithura Municipality
GENERAL- SO 276/25-26 TRIPUNITHURA MUNICIPALITY- VADKKEKOTTA THONDIPARAMBU MADAM ROAD WORK COMPLETION IM MENON ROAD BUMBLASSERY ROAD RENOVATION GROVER NAGAR ROAD RENOVATION VIKAS NAGAR TILING CHAKKALAMUTTU ROAD DRAIN RENOVATION WARD 40 -General Civil
2025_LSGD_783280_3
PW114627/16
Open Tender
Civil Works - Roads
Percentage
180 days
Thrippunithura
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,366
Yes
17 Dec 2025
6 Aug 2025
19 Aug 2025
6 Aug 2025
16 Aug 2025
6 Aug 2025
Amount
ROAD TILE WORK&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.
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
OD135439/2025-2026: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
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 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
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD172145/2025-2026:Man coolies engaged
AFAF CONSTRUCTION (BID ID -2289348)
Hira Constructions (BID ID -2291229)
LIMSHAD T.M. (BID ID -2289895)
Bidder Name
Hira Constructions
LIMSHAD T.M.
AFAF CONSTRUCTION
SHEFEER E S
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