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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹18.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹19.5 L+₹1.1 L (5.73%)Admitted-Fee/PreQual/Technical/Finance | ₹19.5 L+₹1.1 L (5.73%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹19.8 L+₹1.4 L (7.56%)Admitted-Fee/PreQual/Technical/Finance | ₹19.8 L+₹1.4 L (7.56%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | A R CHERIYAN L2 | kothamangalam labour contract co-operative society ltd no. E1325 L3 | SAJI K KOYA L1 |
|---|---|---|---|---|---|---|
| 1.00Retaining wall | ||||||
| 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 | 57.2 | cum | 8,308.35 ₹4,75,237.62 | 8,452.37 ₹4,83,475.56 | 7,858.27 ₹4,49,493.04 Lowest |
| 1.00 | 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 | 231 | cum | 407.5 ₹94,132.5 | 414.56 ₹95,763.36 | 385.42 ₹89,032.02 Lowest |
| 1.00 | 12.5.2.1: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> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4) | 68.66 | cum | 9,288.52 ₹6,37,703.34 | 9,449.53 ₹6,48,757.48 | 8,785.34 ₹6,03,157.52 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 7.85 | tonne | 92,703.64 ₹7,27,908.98 | 94,310.63 ₹7,40,527.07 | 87,681.77 ₹6,88,477.26 Lowest |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 308 | cum | 51.45 ₹15,846.6 | 52.33 ₹16,117.64 | 48.66 ₹14,987.28 Lowest |
Tender Value
₹21.1 L
EMD Value
₹50,000
Closing Date
3 Aug 2026, 11:00 amClosed
Assistant Engineer
municipal engineer kothamangalam
GENERAL-ANNUAL PROJECT 2025-26- PROJECT NO 62/26 PROTECTION OF TALUK HOSPITAL COMPOUND WALLGeneral Civil Work
2026_LSGD_862474_1
PW1-15352/22
Open Tender
Civil Works - Others
Item Rate
Kothamangalam
please refer tender documents
7 documents required · 7 mandatory
₹2,760
₹50,000
5 Aug 2026
27 Jul 2026
5 Aug 2026
27 Jul 2026
3 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retaining wall | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 12.5.2.1: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> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.005 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | - | cum | - | - |
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