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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.01(01)/25 dtd.31-10-2025 of KEEZHALLUR GP | |
| 2 | L2₹4.4 L+₹56,697.48 (14.6%)Rejected-Finance | L2 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | ABDUL RAFEEQUE. U.E.N. L1 | C P BABU L2 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF CULVERT | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 56.77 | cum | 60.43 ₹3,430.61 Lowest | 69.27 ₹3,932.46 |
| 1.00 | OD185512/2025-2026:Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 &1203.PCC Grade M10,Nominal mix 1:3:6 | 5.12 | cum | 7,399.68 ₹37,878.96 Lowest | 8,482.16 ₹43,420.18 |
| 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) | 24.62 | cum | 7,520.71 ₹1,85,182.44 Lowest | 8,620.92 ₹2,12,272.91 |
| 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) | 1.05 | cum | 7,854.04 ₹8,246.74 Lowest | 9,002.99 ₹9,453.14 |
| 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 | 4.56 | cum | 8,452.76 ₹38,544.59 Lowest | 9,689.3 ₹44,183.21 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.52 | tonne | 85,867.2 ₹44,221.61 Lowest | 98,428.56 ₹50,690.71 |
| 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 | 6.68 | cum | 48.59 ₹324.73 Lowest | 55.7 ₹372.24 |
| 1.01 | 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. | 30 | sqm | 13.69 ₹410.7 Lowest | 15.69 ₹470.7 |
| 1.01 | 4.11.2: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. (ii) Using Gravel mix soil. | 4 | cum | 2,124.94 ₹8,499.76 Lowest | 2,435.79 ₹9,743.16 |
Tender Value
₹4.2 L
EMD Value
₹10,578
Closing Date
23 Oct 2025, 5:00 pmClosed
JISHA KIZHAKKAYIL
LIDEWKEEZHALLURGP
PROJ NO.65/2025-26 CONSTRUCTION OF CULVERT IN CHALODE GOVINDHAM VAYAL ROAD
2025_LSGD_808759_8
2/25-26/AE/LIDEW/KZLR
Open Tender
Civil Works - Roads
Item Rate
180 days
KEEZHALLUR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,578
Yes
3 Dec 2025
15 Oct 2025
25 Oct 2025
15 Oct 2025
23 Oct 2025
15 Oct 2025
Amount
CONSTRUCTION OF CULVERT
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
OD185512/2025-2026:Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 &1203.PCC Grade M10,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
3.3: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
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.
4.11.2: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. (ii) Using Gravel mix soil.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
C P BABU (BID ID -2407926)
Bidder Name
C P BABU
ABDUL RAFEEQUE. U.E.N.
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