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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LRejected-Finance KERALA KL | KANNUR | KERALA | 670001 | ₹7.2 L | L1 | Rejected-Finance No competitive bids |
| 2 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | T.N.SANTHILAL L1 | K REGHUNATHAN L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONSTRUCTION | |||||
| 1.00 | OD430469/2025-2026: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. | 338 | sqm | 7.8 ₹2,636.4 Lowest | 8.19 ₹2,768.22 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 36.27 | cum | 2,484.07 ₹90,097.22 Lowest | 2,608.27 ₹94,601.95 |
| 1.00 | 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) | 50.7 | cum | 8,798.65 ₹4,46,091.56 Lowest | 10,041.94 ₹5,09,126.36 |
| 1.00 | OD445756/2025-2026:Supplying and fixing information board 75*60 cm size using GI pipes and post & 1mm sheet surrounded by MS angles including painting lettering and fixing in concrete etc complete | 1 | each | 2,542.38 ₹2,542.38 Lowest | 2,669.5 ₹2,669.5 |
| 2.00DRAIN CONSTRUCTION | |||||
| 2.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 12.96 | cum | 941.83 ₹12,206.12 Lowest | 988.92 ₹12,816.4 |
| 2.00 | 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 | 1.62 | cum | 9,001.46 ₹14,582.37 Lowest | 9,451.53 ₹15,311.48 |
| 2.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 7.92 | cum | 10,457.41 ₹82,822.69 Lowest | 10,980.28 ₹86,963.82 |
| 2.00 | 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 | 0.71 | tonne | 1,00,926.12 ₹71,859.4 Lowest | 1,05,972.43 ₹75,452.37 |
Tender Value
₹7.6 L
EMD Value
₹19,041
Closing Date
5 Feb 2026, 11:00 amClosed
Assistant Engineer
Office of the Asst. Engineer LID EW Section Muthu
Tender 81/2025-26 MUTHUKULAM GP - Maintenance of Kadampally Colony road, Ward 13
2026_LSGD_831580_2
07/2026/AE/LIDEW/MKLM
Open Tender
Civil Works - Roads
Item Rate
180 days
Muthukulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,680
₹19,041
Yes
17 Feb 2026
29 Jan 2026
7 Feb 2026
29 Jan 2026
5 Feb 2026
29 Jan 2026
ROAD CONSTRUCTION
OD430469/2025-2026: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.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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)
OD445756/2025-2026:Supplying and fixing information board 75*60 cm size using GI pipes and post & 1mm sheet surrounded by MS angles including painting lettering and fixing in concrete etc complete
DRAIN CONSTRUCTION
11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth
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
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
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
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