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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹9.4 L+₹14,142.54 (1.54%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SAJID K A L1 | ANEESH P K L2 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.00 | 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 | 21.18 | cum | 941 ₹19,934.14 Lowest | 941.83 ₹19,951.73 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.91 | cum | 9,000 ₹17,208 Lowest | 9,001.46 ₹17,210.79 |
| 1.00 | 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) | 9.8 | cum | 8,796.5 ₹86,170.51 Lowest | 8,796.86 ₹86,174.04 |
| 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 For height upto 5 m III. R.C.C grade M 20 | 2.08 | cum | 10,457 ₹21,750.56 Lowest | 10,457.41 ₹21,751.41 |
| 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 | 0.09 | tonne | 1,00,926.1 ₹8,780.57 Lowest | 1,00,926.12 ₹8,780.57 Lowest |
| 1.01 | 13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | 0.73 | tonne | 1,04,151.2 ₹76,030.38 Lowest | 1,04,151.24 ₹76,030.41 |
| 1.01 | OD518208/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish,lead up to 50m and lift up to 1.50m.All kinds of soil | 365.62 | sqm | 33.6 ₹12,284.83 Lowest | 35.62 ₹13,023.38 |
| 1.01 | OD518238/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering ,lead upto 50 m and lift up to 1.5m as per direction of site Engineer in charge | 21.1 | cum | 1,400 ₹29,540 Lowest | 1,711.08 ₹36,103.79 |
| 1.01 | 4.11.1: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. (i) Using naturally occuring gravel | 12.15 | cum | 2,490 ₹30,253.5 Lowest | 2,491.92 ₹30,276.83 |
Tender Value
₹9.4 L
EMD Value
₹23,380
Closing Date
20 Jul 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER LID and EW Division Kottayam
LAC-ADS MLA-LAC-ADS-26349 2025-26 Kanjirapally Constituency Sri.Jayaraj MLA-Improvements to Kadamapuzha bridge check dam road and Manidamkuzhi Colony Road in Kanjirappally GP
2026_LSGD_860176_4
2/2025-26/EE/LID and EW
Open Tender
Civil Works - Roads
Item Rate
180 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,065
Yes
₹23,380
Yes
23 Jul 2026
13 Jul 2026
21 Jul 2026
13 Jul 2026
20 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | 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 | - | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 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 For height upto 5 m III. R.C.C grade M 20 | - | cum | - | - |
| 1.005 | 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 | 1 | tonne | - | - |
| 1.006 | 13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | - | tonne | - | - |
| 1.007 | OD518208/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish,lead up to 50m and lift up to 1.50m.All kinds of soil | - | sqm | - | - |
| 1.008 | OD518238/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering ,lead upto 50 m and lift up to 1.5m as per direction of site Engineer in charge | - | cum | - | - |
| 1.009 | 4.11.1: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. (i) Using naturally occuring gravel | - | cum | - | - |
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