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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₹10.6 LAccepted-AOC PUTHUPPALLIL HOUSE MUTHOLY P O | MUTHOLY | KERALA | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | BIJO K P L2 | SHAJI GEORGE L1 |
|---|---|---|---|---|---|
| 1.00Retaininwall and road concrete | |||||
| 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 | 28.86 | cum | 311 ₹8,975.46 Lowest | 320 ₹9,235.2 |
| 1.00 | 12.5.1.2:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I.P.C.C grade M 15 <br> Nominal mix 1:2.5:5 (Hand mixing) | 58.33 | cum | 7,254 ₹4,23,125.82 | 7,000 ₹4,08,310 Lowest |
| 1.00 | OD431506/2024-2025:DRY RUBBLE MASONRY: Dry rubble without concrete levelling course masonry with good quality blastd rubble including packing to compactness to lines and levels, cost and conveyance of all materials and labour charges etc. complete. | 48.31 | cum | 3,153 ₹1,52,337.2 Lowest | 3,200 ₹1,54,608 |
| 1.00 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4) | 2.8 | cum | 7,583 ₹21,232.4 Lowest | 8,000 ₹22,400 |
| 1.00 | OD431504/2024-2025:Bailing out water using 5hp and above up to 10 hp engine and pump set including conveyance to site and erection , cost of fuel,lubrication oil and other stores, pay of staff etc complete | 16 | hour | 343 ₹5,488 Lowest | 350 ₹5,600 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 206 | cum | 400 ₹82,400 Lowest | 400 ₹82,400 Lowest |
| 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 | 23.62 | cum | 2,574 ₹60,810.75 | 2,000 ₹47,250 Lowest |
| 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) | 47.25 | cum | 7,200 ₹3,40,200 | 7,000 ₹3,30,750 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,763
Closing Date
22 Mar 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
LID and EW Division Kozhikode
Road
2025_LSGD_750376_1
EE/LSGD/KKD/202/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Puthuppadi
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹31,763
Yes
29 Aug 2025
14 Mar 2025
24 Mar 2025
14 Mar 2025
22 Mar 2025
14 Mar 2025
Amount
Retaininwall and road concrete
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
12.5.1.2:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I.P.C.C grade M 15 <br> Nominal mix 1:2.5:5 (Hand mixing)
OD431506/2024-2025:DRY RUBBLE MASONRY: Dry rubble without concrete levelling course masonry with good quality blastd rubble including packing to compactness to lines and levels, cost and conveyance of all materials and labour charges etc. complete.
12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4)
OD431504/2024-2025:Bailing out water using 5hp and above up to 10 hp engine and pump set including conveyance to site and erection , cost of fuel,lubrication oil and other stores, pay of staff etc complete
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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)
BIJO K P (BID ID -2168050)
Bidder Name
SHAJI GEORGE
BIJO K P
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_1214904.pdf
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