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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₹5.5 LAccepted-AOC | L1 | Accepted-AOC l1 | |
| 2 | L2₹5.6 L+₹10,369 (1.90%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | P AZEEZ L2 | ABDUL HASAN T K L1 |
|---|---|---|---|---|---|
| 1.00Padincharayil padincharayil thazham-concrete | |||||
| 1.00 | OD105928/2025-2026:Demolishing cement concrete manually/ by mechanical means including disposal of material within 50metres lead as per direction of Engineer in charge | 12.6 | cum | 2,500 ₹31,500 | 2,400 ₹30,240 Lowest |
| 1.00 | OD64724/2025-2026:surface dressing of the ground including removing vegetation and in equalities not exceeding
15cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m | 69 | sqm | 40 ₹2,760 | 33.75 ₹2,328.75 Lowest |
| 1.00 | 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. <br>(ii) Using Gravel mix soil. | 19.5 | cum | 2,300 ₹44,850 | 2,280 ₹44,460 Lowest |
| 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) | 29.25 | cum | 8,900 ₹2,60,325 | 8,750 ₹2,55,937.5 Lowest |
| 2.00Perigotuthazham kurungotumal-concrete | |||||
| 2.00 | 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 | 0.85 | cum | 450 ₹384.75 | 405 ₹346.28 Lowest |
| 2.00 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 2.85 | cum | 8,100 ₹23,085 | 8,080 ₹23,028 Lowest |
| 2.00 | OD64847/2025-2026:surface dressing of the ground including removing vegetation and in equalities not exceeding
15cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m | 108.3 | sqm | 40 ₹4,332 | 33.75 ₹3,655.13 Lowest |
| 2.00 | OD106058/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering ,lead upto 50m and lift upto 1.5m as per direction of site Engineer -in-charge | 27.07 | cum | 440 ₹11,913 | 426 ₹11,533.95 Lowest |
Tender Value
₹5.5 L
EMD Value
₹13,692
Closing Date
4 Aug 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE,LID AND EW, PERUMANNA GP, KOZHIKODE
LID AND EW, PERUMANNA GP, KOZHIKODE
134/25-26 PERUMANNA GP PADINJAARAYIL PADINJAARAYILTHAAZHAM ROAD - PERINGOTTUTHAAZHM KURUNGOTTUMMAL - ROAD WARD 04
2025_LSGD_774439_1
AE/LSGD/PMN/25-26/T2
Open Tender
Civil Works - Roads
Item Rate
240 days
PERUMANNA GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,210
Yes
₹13,692
Yes
20 Sept 2025
28 Jul 2025
5 Aug 2025
28 Jul 2025
4 Aug 2025
28 Jul 2025
Amount
Padincharayil padincharayil thazham-concrete
OD105928/2025-2026:Demolishing cement concrete manually/ by mechanical means including disposal of material within 50metres lead as per direction of Engineer in charge
OD64724/2025-2026:surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m
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. <br>(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)
Perigotuthazham kurungotumal-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
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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
OD64847/2025-2026:surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m
OD106058/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering ,lead upto 50m and lift upto 1.5m as per direction of site Engineer -in-charge
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. <br>(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)
P AZEEZ (BID ID -2273351)
Bidder Name
P AZEEZ
ABDUL HASAN T K
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