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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | L1 | Accepted-AOC ok | |
| 2 | Rejected-Technical | - | Rejected-Technical quated above estimate rate |
| Sl No | Description | Qty | Unit | BIJU SKARIA L2 | SUNEESH K D L1 |
|---|---|---|---|---|---|
| 1.00DRAINAGE WORK | |||||
| 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. | 35.2 | cum | 65.67 ₹2,311.58 Lowest | 65.97 ₹2,322.14 |
| 1.00 | OD190559/2025-2026:Filling with quarry muck
Filling up low lying and water logged areas with local material/quarry muck, spreading in layers ,levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade. | 4.4 | cum | 940 ₹4,136 Lowest | 944.87 ₹4,157.43 |
| 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 | 4.4 | cum | 8,401 ₹36,964.4 Lowest | 8,401.36 ₹36,965.98 |
| 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) | 10.56 | cum | 8,900 ₹93,984 | 8,210.4 ₹86,701.82 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) | 1.32 | cum | 8,700 ₹11,484 | 8,574.28 ₹11,318.05 Lowest |
| 1.01 | 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 | 2.25 | cum | 9,227 ₹20,760.75 Lowest | 9,227.9 ₹20,762.78 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.11 | tonne | 93,741 ₹10,592.73 Lowest | 93,741.49 ₹10,592.79 |
| 1.01 | 3.19.1.B:Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means | 25 | metre | 35 ₹875 | 32.68 ₹817 Lowest |
| 1.01 | OD190560/2025-2026:Providing and fixing name board of size 600mm x 450mm using MS sheet 2mm
thick,GI pipe 50mm fixing to ground using concrete M15 of size 300x300x450mm | 1 | each | 3,300 ₹3,300 | 2,575.07 ₹2,575.07 Lowest |
Tender Value
₹2.1 L
EMD Value
₹4,417
Closing Date
25 Oct 2025, 3:00 pmClosed
AE LSGD office muttil gp
AE LSGD office muttil gp
MUTTLE GP ANNUAL PLAN pro 122/2025-26-VAZHAVETTA - KARIMKANNIKUNNU ROAD DRAINAGE
2025_LSGD_810545_1
AE/LIDEW/MTL/122/2025-26
Open Tender
Civil Works - Roads
Item Rate
muttil gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,417
Yes
2 Dec 2025
16 Oct 2025
27 Oct 2025
16 Oct 2025
25 Oct 2025
16 Oct 2025
Amount
DRAINAGE WORK
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.
OD190559/2025-2026:Filling with quarry muck Filling up low lying and water logged areas with local material/quarry muck, spreading in layers ,levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.
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)
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)
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
3.19.1.B:Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means
OD190560/2025-2026:Providing and fixing name board of size 600mm x 450mm using MS sheet 2mm thick,GI pipe 50mm fixing to ground using concrete M15 of size 300x300x450mm
BIJU SKARIA (BID ID -2408820)
Bidder Name
SUNEESH K D
BIJU SKARIA
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