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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.5 L+₹34,662.27 (11.1%)Admitted-Fee/PreQual/Technical/Finance | ₹3.5 L+₹34,662.27 (11.1%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.6 L+₹46,498.22 (14.9%)Admitted-Fee/PreQual/Technical/Finance | ₹3.6 L+₹46,498.22 (14.9%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.6 L+₹46,921.30 (15.0%)Admitted-Fee/PreQual/Technical/Finance | ₹3.6 L+₹46,921.30 (15.0%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹4.1 L+₹97,646.83 (31.3%)Admitted-Fee/PreQual/Technical/Finance | ₹4.1 L+₹97,646.83 (31.3%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | KUNHALAVI P L3 | MOHAMMED ASHARAF L1 | Yousaf P L4 | MUHAMMED ILYAS. T L2 | JAMSHAD.K L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00culvert | ||||||||
| 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 | 17.86 | cum | 798.67 ₹14,264.25 | 695.07 ₹12,413.95 Lowest | 799.61 ₹14,281.03 | 772.3 ₹13,793.28 | 912.63 ₹16,299.57 |
| 1.00 | OD70234/2026-2027:Granular Sub-Base with Well Graded Material (table 400.1)&lt:br&gt(A) By mix in place methode &:lt br&gt .Construction of granular sub-base by providing well graded material ,spreding in uniform layers with motor grader on prepared surface. mixing in place methode with manually compacting to achieve the desired density, compelete as per technical specification clause 401.&lt;br&gt (i) For Grading 1 meterial .Derived from code 4.1A.1 | 1.41 | cum | 2,671.42 ₹3,766.7 | 2,324.9 ₹3,278.11 Lowest | 2,674.58 ₹3,771.16 | 2,583.22 ₹3,642.34 | 3,052.61 ₹4,304.18 |
| 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 | 1.15 | cum | 7,633.23 ₹8,762.95 | 6,643.08 ₹7,626.26 Lowest | 7,642.24 ₹8,773.29 | 7,381.19 ₹8,473.61 | 8,722.41 ₹10,013.33 |
| 1.00 | 12.5.4: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> IV. R.C.C. grade M 25 | 5.83 | cum | 9,320.94 ₹54,322.44 | 8,111.86 ₹47,275.92 Lowest | 9,331.94 ₹54,386.55 | 9,013.17 ₹52,528.75 | 10,650.94 ₹62,073.68 |
| 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 0.29 | cum | 8,867.88 ₹2,598.29 | 7,717.57 ₹2,261.25 Lowest | 8,878.34 ₹2,601.35 | 8,575.07 ₹2,512.5 | 10,133.23 ₹2,969.04 |
| 1.01 | 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 | 0.67 | tonne | 85,585.35 ₹57,427.77 | 74,483.48 ₹49,978.42 Lowest | 85,686.28 ₹57,495.49 | 82,759.42 ₹55,531.57 | 97,797.41 ₹65,622.06 |
| 2.00side wall | ||||||||
| 2.00 | 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 | 3.92 | cum | 798.67 ₹3,130.79 | 695.07 ₹2,724.67 Lowest | 799.61 ₹3,134.47 | 772.3 ₹3,027.42 | 912.63 ₹3,577.51 |
| 2.00 | 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 | 1.68 | cum | 7,633.23 ₹12,823.83 | 6,643.08 ₹11,160.37 Lowest | 7,642.24 ₹12,838.96 | 7,381.19 ₹12,400.4 | 8,722.41 ₹14,653.65 |
Tender Value
₹4.2 L
EMD Value
₹10,568
Closing Date
15 Sept 2026, 6:00 pmClosed
Binoy AV
Office of the assistant engineer, LID AND EW Section Kottopadam GP
Kottopadam GP 2026-27- Pro no 29/27 Ariyur paduvilkulambu road culvert ward-9
2026_LSGD_867301_2
T2/AE/LID AND EW/KPM 2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
kottopadam GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,568
Yes
17 Sept 2026
3 Sept 2026
17 Sept 2026
3 Sept 2026
15 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1culvert | |||||
| 1.001 | 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 | 17.86 | cum | - | - |
| 1.002 | OD70234/2026-2027:Granular Sub-Base with Well Graded Material (table 400.1)&lt:br&gt(A) By mix in place methode &:lt br&gt .Construction of granular sub-base by providing well graded material ,spreding in uniform layers with motor grader on prepared surface. mixing in place methode with manually compacting to achieve the desired density, compelete as per technical specification clause 401.&lt;br&gt (i) For Grading 1 meterial .Derived from code 4.1A.1 | 1.41 | cum | - | - |
| 1.003 | 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 | 1.15 | cum | - | - |
| 1.004 | 12.5.4: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> IV. R.C.C. grade M 25 | 5.83 | cum | - | - |
| 1.005 | 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 0.29 | cum | - | - |
| 1.006 | 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 | 0.67 | tonne | - | - |
| 2side wall | |||||
| 2.001 | 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 | 3.92 | cum | - | - |
| 2.002 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1.68 | cum | - | - |
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