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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | ₹8.5 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | RANJITH KUMAR N L2 | RR Thomas L1 |
|---|---|---|---|---|---|
| 1.00road tile work and drain | |||||
| 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. | 539 | sqm | 19 ₹10,241 | 16 ₹8,624 |
| 1.00 | 4.1.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 | 6.96 | cum | 3,500 ₹24,360 | 3,337 ₹23,225.52 |
| 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) | 7.04 | cum | 9,400 ₹66,157.20 | 9,186 ₹64,651.07 |
| 1.00 | OD169077/2025-2026: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 | 577.5 | sqm | 1,250 ₹7.2 L | 1,160 ₹6.7 L |
| 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) | 4.99 | cum | 9,100 ₹45,390.80 | 8,796 ₹43,874.45 |
| 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 | 1.38 | cum | 10,500 ₹14,458.50 | 9,887 ₹13,614.40 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.16 | tonne | 1,08,000 ₹17,064 | 1,00,437 ₹15,869.05 |
| 1.01 | OD192937/2025-2026:Man coolies engaged | 6 | Day | 1,300 ₹7,800 | 1,127 ₹6,762 |
Tender Value
₹8.5 L
EMD Value
₹21,168
Closing Date
16 Aug 2025, 6:00 pmClosed
Asst Exe Engineer
Office of Asst Exe Engineer Thrippunithura Municipality
GENERAL- SO 194 -25-26 TRIPUNITHURA MUNICIPALITY- Concreting of the road behind Kappattikavu temple Completion of Karukappadam Road Kaliyaparambu Road Kaduppathu Road kattaviri ward 2-General Civil Work
2025_LSGD_783280_2
PW114627/16
Open Tender
Civil Works - Roads
180 days
Thrippunithura
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,168
Yes
20 Dec 2025
6 Aug 2025
19 Aug 2025
6 Aug 2025
16 Aug 2025
6 Aug 2025
Amount
road tile work and drain
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.
4.1.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
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)
OD169077/2025-2026: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
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)
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
OD192937/2025-2026:Man coolies engaged
RANJITH KUMAR N (BID ID -2291120)
Bidder Name
RR Thomas
RANJITH KUMAR N
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