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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.7 L+₹5,554.13 (2.12%)Admitted-Fee/PreQual/Technical/Finance | ₹2.7 L+₹5,554.13 (2.12%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.7 L+₹10,635.95 (4.05%)Admitted-Fee/PreQual/Technical/Finance | ₹2.7 L+₹10,635.95 (4.05%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹2.8 L+₹12,723.19 (4.85%)Admitted-Fee/PreQual/Technical/Finance | ₹2.8 L+₹12,723.19 (4.85%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹2.8 L+₹21,263.52 (8.10%)Admitted-Fee/PreQual/Technical/Finance | ₹2.8 L+₹21,263.52 (8.10%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JIJIL KUMAR R L4 | REJITH R C L6 | PRASANNAKUMAR LEKSHMANAN NADAR L3 | S. RAJENDRAN L5 | SURESHKUMAR G L1 | Anandhu Asok A L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Sidewall | |||||||||
| 1.00 | OD53540/2026-2027::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 | 1,652 ₹1,652 | 1,774.58 ₹1,774.58 | 1,639.83 ₹1,639.83 | 2,288.14 ₹2,288.14 | 1,576 ₹1,576 Lowest | 1,609.32 ₹1,609.32 |
| 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 | 14.27 | cum | 625 ₹8,921.25 | 672 ₹9,592.13 | 620.98 ₹8,863.87 | 866.48 ₹12,368.14 | 596 ₹8,507.3 Lowest | 609.42 ₹8,698.86 |
| 1.00 | OD39615/2026-2027:DRY RUBBLE MASONRY with hard stone, without 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. | 49.96 | cum | 4,108 ₹2,05,235.68 | 4,411.59 ₹2,20,403.04 | 4,076.61 ₹2,03,667.44 | 3,729 ₹1,86,300.84 Lowest | 3,918 ₹1,95,743.28 | 4,000.77 ₹1,99,878.47 |
| 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) | 3.06 | cum | 6,347 ₹19,396.43 | 6,817.03 ₹20,832.84 | 6,299.41 ₹19,251 | 8,789.87 ₹26,861.84 | 6,054 ₹18,501.02 Lowest | 6,182.21 ₹18,892.83 |
| 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 | 0.18 | tonne | 67,060 ₹11,869.62 | 72,011.9 ₹12,746.11 | 66,543.95 ₹11,778.28 | 92,852.02 ₹16,434.81 | 63,964 ₹11,321.63 Lowest | 65,305.92 ₹11,559.15 |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 56.64 | cum | 437 ₹24,751.24 | 469.35 ₹26,583.51 | 433.71 ₹24,564.9 | 605.18 ₹34,276.79 | 416.9 ₹23,612.8 Lowest | 425.64 ₹24,107.82 |
| 1.01 | OD64395/2026-2027:S/F name board of size 75x60 cm installed in the appropriate place visible to the public made of
brick wall with granite plaque should be inserted and engraving letters etc complete as per the
direction of deptl officers at site. | 1 | each | 3,410 ₹3,410 | 3,661.7 ₹3,661.7 | 3,383.66 ₹3,383.66 | 5,245.99 ₹5,245.99 | 3,251 ₹3,251 Lowest | 3,320.71 ₹3,320.71 |
Tender Value
₹4.2 L
EMD Value
₹10,587
Closing Date
11 Sept 2026, 5:00 pmClosed
Assistant Engineer
O/o the AEE,Athiyannoor BP
Mankulam Therivila road rennovation
2026_LSGD_867236_7
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
₹935
Yes
₹10,587
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 |
|---|---|---|---|---|---|
| 1Sidewall | |||||
| 1.001 | OD53540/2026-2027::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 | 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 | - | - |
| 1.003 | OD39615/2026-2027:DRY RUBBLE MASONRY with hard stone, without 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. | - | cum | - | - |
| 1.004 | 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) | - | 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 | - | tonne | - | - |
| 1.006 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | cum | - | - |
| 1.007 | OD64395/2026-2027:S/F name board of size 75x60 cm installed in the appropriate place visible to the public made of
brick wall with granite plaque should be inserted and engraving letters etc complete as per the
direction of deptl officers at site. | - | each | - | - |
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