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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹21.3 L+₹1.7 L (8.85%)Accepted-AOC VALIYA VEED THRIKKAKARA P O LSGD THRIKKAKARA MUNICIPALITY KAKKANAD | THRISSUR | KERALA | 680667 | L2 | Accepted-AOC Agreement executed vide agreement no.105/26-27 | |
| 2 | L1₹19.6 LRejected-Finance | L1 | Rejected-Finance L1 is rejected by council resolution |
| Sl No | Description | Qty | Unit | ansar L1 | POTHUMARAMATH NIRMANA THOZHILALI CO OPERATIVE SOCIETY LIMITED L2 |
|---|---|---|---|---|---|
| 1.00drain | |||||
| 1.00 | 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 | 126 | cum | 725.2 ₹91,375.2 Lowest | 789.25 ₹99,445.5 |
| 1.00 | 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 | 12.6 | cum | 6,931.12 ₹87,332.11 Lowest | 7,543.22 ₹95,044.57 |
| 1.00 | 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 | 90.3 | cum | 8,052.2 ₹7,27,113.66 Lowest | 8,764.31 ₹7,91,417.19 |
| 1.00 | 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 | 8.03 | tonne | 77,713.11 ₹6,23,880.85 Lowest | 84,580.09 ₹6,79,008.96 |
| 2.00drain | |||||
| 2.00 | 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 | 60 | cum | 339.95 ₹20,397 Lowest | 370.38 ₹22,222.8 |
| 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 | 40 | cum | 725.2 ₹29,008 Lowest | 789.25 ₹31,570 |
| 2.00 | 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) | 20 | cum | 7,073.78 ₹1,41,475.6 Lowest | 7,698.48 ₹1,53,969.6 |
| 3.00tarring | |||||
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
8 Jul 2026, 6:00 pmClosed
THE ASSISTANT EXECUTIVE ENGINEER
O/o THE ASSISTANT EXECUTIVE ENGINEER,THRIKKAKARA MUNICIPALITY
Thrikkakara Muncipality-Proj No-132/26 Vattaparath road side Erikkal road tarring K P kurian road drain inw ward- 27
2026_LSGD_858236_3
LIDEW/AEE/ET/09/2026
Open Tender
Civil Works - Roads
Item Rate
240 days
THRIKKAKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
8 Oct 2026
1 Jul 2026
10 Jul 2026
1 Jul 2026
8 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1drain | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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 | cum | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | 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 | - | tonne | - | - |
| 2drain | |||||
| 2.001 | 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 | - | cum | - | - |
| 2.002 | 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 | - | cum | - | - |
| 2.003 | 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) | - | cum | - | - |
| 3tarring | |||||
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