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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.6 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹17.9 L+₹25,421.97 (1.44%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L9 | |
| 4 | Rejected-Technical | - | Rejected-Technical L10 | |
| 5 | Rejected-Technical KALLIYOOR P O THIRUVANANTHAPURAM 42 | 42 | - | Rejected-Technical L7 |
| Sl No | Description | Qty | Unit | TONY K LAL L5 | SHINE MM L8 | VIJAYAN J L6 | SUNILKUMAR K L2 | RATHEESH KUMAR.V L4 | SUNIL L3 | ARUN R.G L8 | Neelambaran.K L7 | SANAL KUMAR S L1 | RAVEENDRAN L9 | Babu M L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00INTERLOCKING and TILING | ||||||||||||||
| 1.00 | OD495058/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as
per drawings and Technical Specification Clause 1504(6.7.1 modified | 347.9 | sqm | 1,000 ₹3,47,900 | 1,173.69 ₹4,08,326.75 | 1,115.01 ₹3,87,911.98 | 991.77 ₹3,45,036.78 | 1,032 ₹3,59,032.8 | 994.12 ₹3,45,854.35 | 1,173.69 ₹4,08,326.75 | 1,157.14 ₹4,02,569.01 | 977.68 ₹3,40,134.87 Lowest | 1,232.37 ₹4,28,741.52 | 1,173.69 ₹4,08,326.75 |
| 1.00 | OD247086/2024-2025:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 3 | cum | 600 ₹1,800 Lowest | 948.43 ₹2,845.29 | 901.01 ₹2,703.03 | 801.42 ₹2,404.26 | 834 ₹2,502 | 803.32 ₹2,409.96 | 948.43 ₹2,845.29 | 935.05 ₹2,805.15 | 790.04 ₹2,370.12 | 995.85 ₹2,987.55 | 948.43 ₹2,845.29 |
| 1.00 | OD247089/2024-2025:Chequerred precast cement concrete tiles 22mm thick foot path and court yard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc complete on 20 mm thick bed of cement mortar 1:4 ordinary cement without any pigment | 778.4 | 1 sqm | 1,100 ₹8,56,240 | 1,174.45 ₹9,14,191.88 | 1,115.73 ₹8,68,484.23 | 992.41 ₹7,72,491.94 | 1,033 ₹8,04,087.2 | 994.76 ₹7,74,321.18 | 1,174.45 ₹9,14,191.88 | 1,157.89 ₹9,01,301.58 | 978.32 ₹7,61,524.29 Lowest | 1,233.17 ₹9,59,899.53 | 1,174.45 ₹9,14,191.88 |
| 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) | 14.82 | cum | 8,500 ₹1,25,970 | 9,390.88 ₹1,39,172.84 | 8,921.34 ₹1,32,214.26 | 7,935.29 ₹1,17,601 | 8,263 ₹1,22,457.66 | 7,954.08 ₹1,17,879.47 | 9,390.88 ₹1,39,172.84 | 9,258.46 ₹1,37,210.38 | 7,822.6 ₹1,15,930.93 Lowest | 9,860.42 ₹1,46,131.42 | 9,390.88 ₹1,39,172.84 |
| 1.00 | 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) | 47.25 | cum | 8,500 ₹4,01,625 | 9,766.53 ₹4,61,468.54 | 9,278.2 ₹4,38,394.95 | 8,252.72 ₹3,89,941.02 | 8,500 ₹4,01,625 | 8,272.25 ₹3,90,863.81 | 9,766.53 ₹4,61,468.54 | 9,628.82 ₹4,54,961.75 | 8,135.52 ₹3,84,403.32 Lowest | 10,254.86 ₹4,84,542.14 | 9,766.53 ₹4,61,468.54 |
| 1.01 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 15 | cum | 5 ₹75 Lowest | 55.87 ₹838.05 | 53.08 ₹796.2 | 47.21 ₹708.15 | 48 ₹720 | 47.2 ₹708 | 55.87 ₹838.05 | 55.08 ₹826.2 | 46.54 ₹698.1 | 58.66 ₹879.9 | 55.87 ₹838.05 |
| 1.01 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 2.24 | cum | 10 ₹22.4 Lowest | 6,999.94 ₹15,679.87 | 6,649.94 ₹14,895.87 | 5,914.95 ₹13,249.49 | 6,159 ₹13,796.16 | 5,928.95 ₹13,280.85 | 6,999.94 ₹15,679.87 | 6,901.24 ₹15,458.78 | 5,830.95 ₹13,061.33 | 7,349.94 ₹16,463.87 | 6,999.94 ₹15,679.87 |
| 1.01 | OD247182/2024-2025:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position etc complete. (Modified from DAR 10.1) | 225.85 | kg | 50 ₹11,292.55 Lowest | 122.01 ₹27,556.08 | 115.91 ₹26,178.39 | 103.1 ₹23,285.24 | 107 ₹24,166.06 | 103.34 ₹23,339.44 | 122.01 ₹27,556.08 | 120.28 ₹27,165.36 | 101.63 ₹22,953.24 | 128.11 ₹28,933.77 | 122.01 ₹27,556.08 |
| 1.01 | OD247184/2024-2025:labour | 10 | each | 1,050 ₹10,500 | 1,152.41 ₹11,524.1 | 1,094.79 ₹10,947.9 | 973.79 ₹9,737.9 | 1,013 ₹10,130 | 976.09 ₹9,760.9 | 1,152.41 ₹11,524.1 | 1,136.16 ₹11,361.6 | 959.96 ₹9,599.6 Lowest | 1,210.03 ₹12,100.3 | 1,152.41 ₹11,524.1 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
16 Mar 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of Assistant Executive Engineer Nemomzonal Thiruvananthapuram corporation
Vizhinjam Zonal Proj No 637/26-Kottappuram ward Renovation of Various Lanes in Karumballikkara Osavila Charuvila
2026_LSGD_844824_2
01/AEE5/LID AND EW TMC 2025-26(11))
Open Tender
Civil Works - Roads
Item Rate
90 days
Nemom zonal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
30 May 2026
7 Mar 2026
18 Mar 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
INTERLOCKING and TILING
OD495058/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504(6.7.1 modified
OD247086/2024-2025:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD247089/2024-2025:Chequerred precast cement concrete tiles 22mm thick foot path and court yard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc complete on 20 mm thick bed of cement mortar 1:4 ordinary cement without any pigment
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)
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)
3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
OD247182/2024-2025:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position etc complete. (Modified from DAR 10.1)
OD247184/2024-2025:labour
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
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
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