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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.4 L+₹37,166.52 (6.20%)Admitted-Fee/PreQual/Technical/Finance | ₹6.4 L+₹37,166.52 (6.20%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹6.4 L+₹38,052.26 (6.35%)Admitted-Fee/PreQual/Technical/Finance | ₹6.4 L+₹38,052.26 (6.35%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹6.7 L+₹75,600.72 (12.6%)Admitted-Fee/PreQual/Technical/Finance | ₹6.7 L+₹75,600.72 (12.6%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹6.9 L+₹91,073.34 (15.2%)Admitted-Fee/PreQual/Technical/Finance | ₹6.9 L+₹91,073.34 (15.2%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JIJIL KUMAR R L5 | REJITH R C L1 | S. RAJENDRAN L4 | SOMAN B L3 | B RAJAN L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road concreting | ||||||||
| 1.00 | OD33623/2026-2027::Supplying & fixing Information Board 75*60 cm size using G.I pipe as post & 1 mm
M.S sheet surrounded by M.S angles including painting , lettering & fixing in concrete etc
complete | 1 | each | 1,982 ₹1,982 | 1,721.19 ₹1,721.19 Lowest | 2,542.38 ₹2,542.38 | 1,830.51 ₹1,830.51 | 1,827.97 ₹1,827.97 |
| 1.00 | OD275117/2024-2025:Surface dressing of the ground including removing vegetation and in equalities not
exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m. All kinds of soil | 288 | per sqm | 29.3 ₹8,438.4 | 25.42 ₹7,320.96 Lowest | 37.56 ₹10,817.28 | 27.04 ₹7,787.52 | 27 ₹7,776 |
| 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 | 10.44 | cum | 750 ₹7,830 | 651.78 ₹6,804.58 Lowest | 866.48 ₹9,046.05 | 693.18 ₹7,236.8 | 692.22 ₹7,226.78 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 13.2 | cum | 5,460 ₹72,072 | 4,738.95 ₹62,554.14 Lowest | 4,759.95 ₹62,831.34 | 5,039.95 ₹66,527.34 | 5,032.95 ₹66,434.94 |
| 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 | 0.81 | cum | 7,170 ₹5,807.7 | 6,229.4 ₹5,045.81 Lowest | 9,201.49 ₹7,453.21 | 6,625.07 ₹5,366.31 | 6,615.87 ₹5,358.85 |
| 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 | 80,080 ₹10,730.72 | 69,507.08 ₹9,313.95 Lowest | 92,402.32 ₹12,381.91 | 73,921.86 ₹9,905.53 | 73,819.19 ₹9,891.77 |
| 1.01 | OD275012/2024-2025:Construction of Embankment with Material Obtained from Roadway Cutting
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 | 12.96 | cum | 486 ₹6,298.56 | 422.23 ₹5,472.1 Lowest | 623.69 ₹8,083.02 | 449.05 ₹5,819.69 | 448.43 ₹5,811.65 |
| 1.01 | 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) | 1.2 | cum | 7,617 ₹9,140.4 | 6,611.94 ₹7,934.33 Lowest | 9,766.53 ₹11,719.84 | 7,031.9 ₹8,438.28 | 7,022.13 ₹8,426.56 |
| 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 | 6.16 | cum | 1,985 ₹12,227.6 | 1,724.21 ₹10,621.13 Lowest | 2,546.85 ₹15,688.6 | 1,833.73 ₹11,295.78 | 1,831.18 ₹11,280.07 |
Tender Value
₹8.8 L
EMD Value
₹22,123
Closing Date
11 Sept 2026, 5:00 pmClosed
Assistant Engineer
O/o the AEE,Athiyannoor BP
Varikkasseri-Arangal SC Colony road concreting
2026_LSGD_867236_1
01/AE/LSGD/ATR/26-27
Open Tender
Civil Works - Roads
Item Rate
120 days
Athiyannoor BP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,955
Yes
₹22,123
Yes
15 Sept 2026
3 Sept 2026
15 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concreting | |||||
| 1.001 | OD33623/2026-2027::Supplying & fixing Information Board 75*60 cm size using G.I pipe as post & 1 mm
M.S sheet surrounded by M.S angles including painting , lettering & fixing in concrete etc
complete | - | each | - | - |
| 1.002 | OD275117/2024-2025:Surface dressing of the ground including removing vegetation and in equalities not
exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m. All kinds of soil | - | per sqm | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 1 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.007 | OD275012/2024-2025:Construction of Embankment with Material Obtained from Roadway Cutting
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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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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