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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹1.3 L+₹9,760 (8.33%)Rejected-AOC 1002 SUB TREASURY PEERUMEDU | IDUKKI | KERALA | 685501 | 2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical 309 26 CHAPPATH MKC ROAD CONERELE | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | T R MURALEEDHARAN NAIR L1 | DESIGN TECH ENGINEERS AND CONTRACTORS L2 | SM BUILDERS L3 |
|---|---|---|---|---|---|---|
| 1.00Foot Path concreting and side wall | ||||||
| 1.00 | OD491427/2024-2025:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 87.6 | per sqm | 27.93 ₹2,446.67 | 25 ₹2,190 Lowest | 40 ₹3,504 |
| 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) | 8.76 | cum | 8,010.7 ₹70,173.73 Lowest | 9,188 ₹80,486.88 | 10,000 ₹87,600 |
| 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 | 4.2 | cum | 738.4 ₹3,101.28 | 328 ₹1,377.6 Lowest | 800 ₹3,360 |
| 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 | 0.35 | cum | 7,524.15 ₹2,633.45 | 7,288 ₹2,550.8 Lowest | 9,000 ₹3,150 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 0.53 | cum | 7,986.4 ₹4,192.86 Lowest | 8,488 ₹4,456.2 | 10,000 ₹5,250 |
| 1.01 | 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) | 3.19 | cum | 7,354.68 ₹23,446.72 | 7,288 ₹23,234.14 Lowest | 9,500 ₹30,286 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.13 | tonne | 84,947.88 ₹11,128.17 Lowest | 96,088 ₹12,587.53 | 1,01,000 ₹13,231 |
Tender Value
₹1.5 L
EMD Value
₹3,165
Closing Date
19 Mar 2026, 6:00 pmClosed
Assistant Engineer
Oo Assistant Engineer, LIDEW section, Kumily GP
256/25-Murikkady LPS School Footpath concreting
2026_LSGD_846569_23
07/T/AE/LIDEW/KMLY/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Kumily GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹555
Yes
₹3,165
Yes
18 Jul 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
12 Mar 2026 - 19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Foot Path concreting and side wall | |||||
| 1.001 | OD491427/2024-2025:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 1 | per sqm | - | - |
| 1.002 | 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) | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | cum | - | - |
| 1.005 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
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