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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC KOZHIKODE | KERALA | 612906 | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.2 L+₹1,789.71 (0.42%)Rejected-Finance BABU K V KUNISSERY | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | K.V.MOHANAN L1 | BABU K V L2 |
|---|---|---|---|---|---|
| 1.00for concreting | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 7.68 | cum | 441.5 ₹3,390.72 Lowest | 450.5 ₹3,459.84 |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1.92 | cum | 9,001.46 ₹17,282.8 Lowest | 9,050.46 ₹17,376.88 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 12.9 | cum | 9,554.21 ₹1,23,249.31 Lowest | 9,580.21 ₹1,23,584.71 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.24 | tonne | 1,00,437.31 ₹24,607.14 Lowest | 1,00,500.31 ₹24,622.58 |
| 1.00 | OD209044/2025-2026:Filling with contractors own earth (excluding rock ) in open areas in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.50m asper direction of site engineer -incharge | 11.01 | cum | 464.32 ₹5,111.23 Lowest | 490.32 ₹5,397.44 |
| 1.01 | OD209049/2025-2026:Filling with Quarry muck Filling up low laying and water logged areas with local material/quarrymuck. spreading in layers, levelling the topat site and consolidationby ramming ,etccomplete for improvingthe CBR value of subgrade | 3.25 | cum | 947.54 ₹3,079.51 Lowest | 960.54 ₹3,121.76 |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 9 | cum | 3,337.88 ₹30,040.92 Lowest | 3,350.88 ₹30,157.92 |
| 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) | 22.44 | cum | 9,563.75 ₹2,14,591.42 Lowest | 9,600.75 ₹2,15,421.63 |
Tender Value
₹4.2 L
EMD Value
₹10,534
Closing Date
11 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Office of the Assistant Engineer LID and EW Section Office Erimayur Grama Panchayath
Concrete and Side protection of Road
2025_LSGD_793437_1
14/AE/LSGD/EMR/Etender1/25-26
Open Tender
Civil Works - Roads
Item Rate
240 days
Erimayur Gramapanchayath
Please refer Tender documents.
8 documents required · 8 mandatory
₹930
Yes
₹10,534
Yes
7 Nov 2025
1 Sept 2025
15 Sept 2025
1 Sept 2025
11 Sept 2025
1 Sept 2025
Amount
for concreting
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
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
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD209044/2025-2026:Filling with contractors own earth (excluding rock ) in open areas in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.50m asper direction of site engineer -incharge
OD209049/2025-2026:Filling with Quarry muck Filling up low laying and water logged areas with local material/quarrymuck. spreading in layers, levelling the topat site and consolidationby ramming ,etccomplete for improvingthe CBR value of subgrade
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
BABU K V (BID ID -2334128)
Bidder Name
K.V.MOHANAN
BABU K V
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