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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-Finance | ₹4.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹4.7 LRejected-Finance | ₹4.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹5.0 LRejected-Finance | ₹5.0 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Sasidharan.P.K L2 | Sreekumar L3 | RIJU I B L1 |
|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||
| 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. | 27.81 | cum | 57.81 ₹1,607.70 | 61.47 ₹1,709.48 | 55 ₹1,529.55 |
| 1.00 | 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) | 41.72 | cum | 8,271.69 ₹3.5 L | 8,798.65 ₹3.7 L | 7,870.96 ₹3.3 L |
| 1.00 | 15.2.1:Maintenance of Earthen shoulder (filling with fresh selected soil) <br> Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 16.69 | sqm | 115.42 ₹1,925.90 | 121.4 ₹2,025.68 | 109.82 ₹1,832.46 |
| 1.00 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 13.26 | cum | 177.34 ₹2,351.53 | 188.63 ₹2,501.23 | 168.74 ₹2,237.49 |
| 1.00 | OD442799/2025-2026: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 sub grade | 2.04 | cum | 819.53 ₹1,671.84 | 883.2 ₹1,801.73 | 779.82 ₹1,590.83 |
| 1.01 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1.02 | cum | 7,785.36 ₹7,941.07 | 8,281.34 ₹8,446.97 | 7,408.2 ₹7,556.36 |
| 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<br> IV. R.C.C grade M 20 | 7.5 | cum | 8,551.3 ₹64,134.75 | 9,096.07 ₹68,220.53 | 8,137.03 ₹61,027.73 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.49 | tonne | 86,868.23 ₹42,391.70 | 92,402.32 ₹45,092.33 | 82,659.91 ₹40,338.04 |
Tender Value
₹5.4 L
EMD Value
₹13,510
Closing Date
10 Feb 2026, 5:00 pmClosed
Assistant Engineer
Assistant Engineer Elappara Grama panchayath
97/2025-26 Kochukarumtharuvi Kuttakkal Road Anganavady Bhagam Kaanam Veedu bhagam Road concrete,Culvert cunsrtuction in Ward 5 of Elappara GP
2026_LSGD_833070_6
4/AE/ELP/2025-26
Open Tender
Civil Works - Roads
180 days
Elappara Grama panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,081
Yes
₹13,510
Yes
14 May 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
3 Feb 2026 - 10 Feb 2026
Road concrete
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.
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)
8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
OD442799/2025-2026: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 sub grade
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 <br> I. P.C.C grade M 10 <br> (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<br> 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
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