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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAccepted-AOC KASARAGOD | KASARAGOD | KASARAGOD | KERALA | ₹10.3 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹10.9 L+₹61,490.43 (5.96%)Rejected-AOC | ₹10.9 L+₹61,490.43 (5.96%) | L2 | Rejected-AOC . |
| 3 | L3₹11.5 L+₹1.2 L (11.7%)Rejected-AOC | ₹11.5 L+₹1.2 L (11.7%) | L3 | Rejected-AOC . |
| 4 | L4₹11.6 L+₹1.3 L (12.4%)Rejected-AOC | ₹11.6 L+₹1.3 L (12.4%) | L4 | Rejected-AOC . |
| 5 | L5₹12.7 L+₹2.4 L (23.2%)Rejected-AOC | ₹12.7 L+₹2.4 L (23.2%) | L5 | Rejected-AOC . |
| Sl No | Description | Qty | Unit | C H ABDUL RAHIMAN L3 | Mahamood MA L2 | HRM Enterprises L1 | Bhovas Alias Chandrabose L4 | ABDUL LATHIEF M A L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00VENTED CROSS BAR | ||||||||
| 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. | 105.82 | cum | 61.64 ₹6,522.68 | 56.83 ₹6,013.69 | 53.57 ₹5,668.72 Lowest | 60 ₹6,349.14 | 66.07 ₹6,991.46 |
| 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 | 8.68 | cum | 7,675.4 ₹66,653.17 | 7,283.36 ₹63,248.7 | 6,873.48 ₹59,689.3 Lowest | 7,725 ₹67,083.9 | 8,468.04 ₹73,536.46 |
| 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) | 34.87 | cum | 7,500.46 ₹2,61,556.04 | 7,117.55 ₹2,48,203.2 | 6,717.22 ₹2,34,242.9 Lowest | 7,550 ₹2,63,283.6 | 8,275.57 ₹2,88,585.68 |
| 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 | 19.14 | cum | 8,430.43 ₹1,61,358.43 | 8,000.16 ₹1,53,123.06 | 7,549.74 ₹1,44,502.02 Lowest | 8,485 ₹1,62,402.9 | 9,301.14 ₹1,78,023.82 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.11 | tonne | 85,650.27 ₹1,80,636.42 | 81,266.54 ₹1,71,391.13 | 76,693.86 ₹1,61,747.35 Lowest | 86,200 ₹1,81,795.8 | 94,485.47 ₹1,99,269.86 |
| 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 | 43.75 | cum | 43.51 ₹1,903.56 | 45.88 ₹2,007.25 | 43.3 ₹1,894.38 Lowest | 48.65 ₹2,128.44 | 58.85 ₹2,574.69 |
| 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. | 24 | cum | 2,119.16 ₹50,859.84 | 2,010.96 ₹48,263.04 | 1,897.75 ₹45,546 Lowest | 2,133 ₹51,192 | 2,345.25 ₹56,286 |
| 1.01 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 24.75 | cum | 14 ₹346.5 | 13.03 ₹322.49 | 12.3 ₹304.43 Lowest | 13.8 ₹341.55 | 15.38 ₹380.66 |
| 1.01 | 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) | 36 | cum | 8,066.96 ₹2,90,410.56 | 7,738.32 ₹2,78,579.52 | 7,302.86 ₹2,62,902.96 Lowest | 8,200 ₹2,95,200 | 8,997 ₹3,23,892 |
Tender Value
₹12.7 L
EMD Value
₹31,760
Closing Date
30 May 2026, 6:00 pmClosed
Asst. Engineer
LID EW Section Uduma G.P
PRO No. 201/26 Construction of Culvert at Adukkath Vayal Parathodu and Concreting of Attached Road-Uduma G P
2026_LSGD_836014_19
07/AE/LID and EW/UP/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Uduma
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,760
Yes
29 Jul 2026
21 May 2026
2 Jun 2026
21 May 2026
30 May 2026
21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1VENTED CROSS BAR | |||||
| 1.001 | 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. | 0.6 | cum | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 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 | - | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | 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. | - | cum | - | - |
| 1.008 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | - | cum | - | - |
| 1.009 | 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) | - | cum | - | - |
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