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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹9.3 L+₹1,244.88 (0.13%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SYAM RAJ R L2 | JOY.S L1 |
|---|---|---|---|---|---|
| 1.00Concreting | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 342 | sqm | 20 ₹6,840 | 16.36 ₹5,595.12 Lowest |
| 1.00 | OD56928/2026-2027:Providing plain cement concrete for Road Work CC 1:2:4 laid to required slope and camber in panels (@3m c/c)as reqired including compaction ,finishing and tamping etc complete max size of course aggregate not exceeding 25mm ,mixed in concrete mixer etc complete as per specification (Form work Excluded and Needle vibrator included) Nominal Mix(1:2:4) | 51.3 | cum | 9,400.27 ₹4,82,233.85 Lowest | 9,400.27 ₹4,82,233.85 Lowest |
| 1.00 | OD82464/2026-2027:surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish , lead up to 50 m and lift up to 1.50m. All kinds of soil | 72.76 | sqm | 37.56 ₹2,732.87 Lowest | 37.56 ₹2,732.87 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 42.5 | cum | 9,390.88 ₹3,99,131.18 Lowest | 9,390.88 ₹3,99,131.18 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1.73 | cum | 67.13 ₹116 Lowest | 67.13 ₹116 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.32 | tonne | 1,02,669.25 ₹33,264.84 Lowest | 1,02,669.25 ₹33,264.84 Lowest |
| 1.01 | 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 | 0.29 | cum | 9,201.49 ₹2,650.03 Lowest | 9,201.49 ₹2,650.03 Lowest |
| 1.01 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 0.72 | cum | 8,992.35 ₹6,474.49 Lowest | 8,992.35 ₹6,474.49 Lowest |
Tender Value
₹9.3 L
EMD Value
₹23,305
Closing Date
18 Sept 2026, 5:00 pmClosed
Assistant Engineer
o/o Assistant Engineer Vilavoorkkal GP
Project No . 26/206-27-Priyadharshini Line Chamavila Road Maintenance Ward 6
2026_LSGD_868794_1
01/AE/LIDEW/VKL/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Vilavoorkkal
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,055
Yes
₹23,305
Yes
26 Sept 2026
10 Sept 2026
23 Sept 2026
10 Sept 2026
18 Sept 2026
10 Sept 2026
10 Sept 2026 - 18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concreting | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 342 | sqm | - | - |
| 1.002 | OD56928/2026-2027:Providing plain cement concrete for Road Work CC 1:2:4 laid to required slope and camber in panels (@3m c/c)as reqired including compaction ,finishing and tamping etc complete max size of course aggregate not exceeding 25mm ,mixed in concrete mixer etc complete as per specification (Form work Excluded and Needle vibrator included) Nominal Mix(1:2:4) | 51.3 | cum | - | - |
| 1.003 | OD82464/2026-2027:surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish , lead up to 50 m and lift up to 1.50m. All kinds of soil | 72.76 | sqm | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 42.5 | cum | - | - |
| 1.005 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1.73 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.32 | tonne | - | - |
| 1.007 | 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 | 0.29 | cum | - | - |
| 1.008 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 0.72 | cum | - | - |
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