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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.0 LAccepted-AOC | ₹45.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹47.3 L+₹2.3 L (5.22%)Rejected-Finance | ₹47.3 L+₹2.3 L (5.22%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical KOTTEKATTUKARAN H KANAKAMALA | KOTTAYAM | KERALA | 686001 | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
Tender Value
₹50.8 L
EMD Value
₹50,000
Closing Date
22 Nov 2024, 4:00 pmClosed
Executive Engineer Thrissur corporation
Executive Engineer Thrissur corporation
THRISSUR CORPORATION PROJECT- 2032/24-25KOOKANCHERY ZONAL 2024-25 DIV 32 MUNAYAM BUND ROAD PAVING TILE SIDE PROTECTION WORK SECOND-REACH
2024_LSGD_706094_17
PW2-17409/18,25.11.24EE2
Open Tender
Civil Works - Others
Item Rate
150 days
Superintending Engineer Thrissur corporation
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
17 Jul 2025
16 Nov 2024
25 Nov 2024
16 Nov 2024
22 Nov 2024
16 Nov 2024
16 Nov 2024 - 20 Nov 2024
Amount
inter lock tile
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
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
OD169297/2024-2025:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6mm aggregate for 5 cm thickness, then laying interlocking cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc complete
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 <br> 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD114637/2024-2025:Providing and fixing Hand rail of approved size and welding etc.to steel ladder railing,balcony railing,staircase railing and similar works including applying priming coat of approves steel primer. M S tube Detail of cost for 19.49kg.Details of cost for hand rail of railing of two flights of staircase. length of hand rail=5.40m Material M MR M.S. tube 40 .Modified from 10.26.1
OD114682/2024-2025:Painting with synthetic enamel paint of approved brand and manufacture to given an even shade;Two or more coats on new work.
OD179716/2024-2025:Rearrange 80mm thick factory made cement concrete interlocking block of M30 grade made by block making machine with strong vibratory compaction of approved size , and including 50 mm thick compacted bed of coarse aggregate filling the joints with fine sand etc. all complete as per the direction of engineer in charge.
OD180003/2024-2025:Painting with synthetic enamel paint of approved brand and manufacture of required colour to an give even shade: One or more coats on old work .Modified from 14.54.1
SINTHIL.KM (BID ID -1985127)
Tojo (BID ID -1985882)
KR RIXON (BID ID -1982926)
Shaju. K.G (BID ID -1985874)
Bidder Name
SINTHIL.KM
KR RIXON
Shaju. K.G
SANYO XAVIER
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1105618.pdf
boq_comp_chart.xlsx
xlsx
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