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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | ₹6.8 L | L1 | Accepted-AOC as per board resolution |
| 2 | L2₹7.5 LRejected-Finance | ₹7.5 L | L2 | Rejected-Finance as per board resolution |
| 3 | L3₹7.6 LRejected-Finance | ₹7.6 L | L3 | Rejected-Finance as per board resolution |
| Sl No | Description | Qty | Unit | AMAL XAVIER L2 | K RAJENDRAN L3 | RamaDas L1 |
|---|---|---|---|---|---|---|
| 1.00Road and drainage | ||||||
| 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 | 43.2 | cum | 828.81 ₹35,804.59 | 841.99 ₹36,373.97 | 100 ₹4,320 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 25.82 | cum | 388.52 ₹10,031.59 | 394.7 ₹10,191.15 | 230 ₹5,938.60 |
| 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 | 1.84 | tonne | 88,815 ₹1.6 L | 90,228 ₹1.7 L | 69,400 ₹1.3 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 | 9.62 | cum | 7,921.3 ₹76,226.67 | 8,047.31 ₹77,439.26 | 6,400 ₹61,587.20 |
| 1.00 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 5.4 | cum | 7,741.3 ₹41,803.02 | 7,864.39 ₹42,467.71 | 6,800 ₹36,720 |
| 1.01 | 12.5.1.1: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 I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 20.97 | cum | 8,187.8 ₹1.7 L | 8,318.1 ₹1.7 L | 10,000 ₹2.1 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 | 26.02 | cum | 9,202.52 ₹2.4 L | 9,348.92 ₹2.4 L | 7,992 ₹2.1 L |
| 1.01 | OD311084/2025-2026:Construction of Subgrade and Earthen Shoulders. Construction of subgrade and earthen shoulders with available material obtained from site with all lifts and leads , spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 64.8 | cum | 48.91 ₹3,169.37 | 49.68 ₹3,219.26 | 308.8 ₹20,010.24 |
| 1.01 | OD311128/2025-2026:PVC weep holes -Providing PVC weep holes using 50 mm dia PVC pipes, working pressure 6kg/sqcm. including cost of materials, labour charges etc | 15.6 | metre | 66.38 ₹1,035.53 | 67.45 ₹1,052.22 | 14 ₹218.40 |
Tender Value
₹8.5 L
EMD Value
₹21,181
Closing Date
23 Feb 2026, 5:00 pmClosed
AE
AE LIDEW SECTION AKATHETHARA GRAMA PANCHAYAT PALAKKAD
Andimadom S C colony Drainage and road construction
2026_LSGD_836593_1
05/Etender/AE/LIDEW/AKTA/25-26
Open Tender
Civil Works - Roads
180 days
Akathethara
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,181
Yes
13 Mar 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
16 Feb 2026 - 23 Feb 2026
Road and drainage
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
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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
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
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
12.5.1.1: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 I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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
OD311084/2025-2026:Construction of Subgrade and Earthen Shoulders. Construction of subgrade and earthen shoulders with available material obtained from site with all lifts and leads , spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
OD311128/2025-2026:PVC weep holes -Providing PVC weep holes using 50 mm dia PVC pipes, working pressure 6kg/sqcm. including cost of materials, labour charges etc
OD311118/2025-2026:Supplying and providing ready made name board with all conveyance, labour and hire cherges etc. complete- Using hollow tube of size 80X40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick iron sheet in the size 90X60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and fixing in ground using CC 1:2:4 etc complete
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