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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-Finance | ₹20.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹21.4 LAccepted-Finance | ₹21.4 L | L2 | Accepted-Finance L2 |
| 3 | L3₹21.6 LAccepted-Finance | ₹21.6 L | L3 | Accepted-Finance L3 |
| 4 | L4₹22.9 LAccepted-Finance | ₹22.9 L | L4 | Accepted-Finance L4 |
| Sl No | Description | Qty | Unit | ABDUL NAVAS BM L1 | ANANDAN T L4 | SATHEESH M L2 | C. UDAYAN L3 |
|---|---|---|---|---|---|---|---|
| 1.00Side protection wall | |||||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 107.25 | cum | 40.82 ₹4,377.95 | 46.82 ₹5,021.45 | 43.36 ₹4,650.36 | 44.16 ₹4,736.16 |
| 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 | 156.6 | cum | 703.57 ₹1.1 L | 806.81 ₹1.3 L | 753.19 ₹1.2 L | 761 ₹1.2 L |
| 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 | 13.05 | cum | 6,724.44 ₹87,753.94 | 7,711 ₹1.0 L | 7,198.65 ₹93,942.38 | 7,274 ₹94,925.70 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 78.49 | cum | 7,385.92 ₹5.8 L | 8,469.62 ₹6.6 L | 8,118.46 ₹6.4 L | 7,989 ₹6.3 L |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 5.49 | tonne | 75,030.86 ₹4.1 L | 86,038.47 ₹4.7 L | 79,909.4 ₹4.4 L | 81,162 ₹4.5 L |
| 1.01 | 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 | 59 | cum | 7,812.12 ₹4.6 L | 8,958.23 ₹5.3 L | 8,075.95 ₹4.8 L | 8,449 ₹5.0 L |
| 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 | 4.13 | tonne | 75,030.54 ₹3.1 L | 86,457.2 ₹3.6 L | 80,759.5 ₹3.3 L | 81,557 ₹3.4 L |
| 1.01 | OD402728/2025-2026:PVC pipe weep holes-Providing weep holes using 75mm dia PVC pipes working pressure 4kg/sq.cm including cost of material, conveyance, labour chargesetc complete. | 34 | metre | 131.03 ₹4,455.02 | 107.11 ₹3,641.74 | 136.02 ₹4,624.68 | 100 ₹3,400 |
| 1.01 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> 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 | 220.11 | cum | 42.37 ₹9,326.19 | 48.58 ₹10,693.09 | 51.01 ₹11,227.96 | 45 ₹9,905.09 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
7 Mar 2026, 5:00 pmClosed
AE Bedadka Gp
AE Bedadka Gp
BEDADKA GP PRO NO 81 2025 26 KUTTIYANAM ETHAARA ROAD IMPROVEMNT
2026_LSGD_841930_1
09 AE LID AND EW BDKA PHASE IX
Open Tender
Civil Works - Roads
Bedadka Gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
26 Mar 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
Side protection wall
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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
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
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
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
OD402728/2025-2026:PVC pipe weep holes-Providing weep holes using 75mm dia PVC pipes working pressure 4kg/sq.cm including cost of material, conveyance, labour chargesetc complete.
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> 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
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
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)
10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
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