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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₹6.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.6 L+₹82,731 (12.2%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | K.M.HARIDASAN L1 | FAIZAL.A L2 |
|---|---|---|---|---|---|
| 1.00Perumanpura malikathazham road-concrete | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 1.57 | cum | 324 ₹510.3 Lowest | 750 ₹1,181.25 |
| 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) | 2 | cum | 6,464 ₹12,895.68 Lowest | 9,000 ₹17,955 |
| 1.00 | OD47635/2025-2026:Item shifted to head 14 as item 14.74 steel work welded in builtup sections/framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer using structural steel etc as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 25 | kg | 135 ₹3,375 Lowest | 200 ₹5,000 |
| 1.00 | OD47638/2025-2026: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 | 32.4 | cum | 341 ₹11,048.4 Lowest | 600 ₹19,440 |
| 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. (ii) Using Gravel mix soil. | 21.6 | cum | 1,826 ₹39,441.6 | 1,000 ₹21,600 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) | 32.4 | cum | 7,027 ₹2,27,674.8 Lowest | 8,250 ₹2,67,300 |
| 2.00Chalilmethil kutikatoor highschool-concrete | |||||
| 2.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 42.75 | cum | 324 ₹13,851 Lowest | 450 ₹19,237.5 |
| 2.00 | OD51361/2025-2026: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 | 42.75 | cum | 341 ₹14,577.75 Lowest | 600 ₹25,650 |
Tender Value
₹8.4 L
EMD Value
₹21,123
Closing Date
12 Aug 2025, 2:00 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
132/25-26 PERUMANNA GP PERUMANPURA MAALIKATHAAZHAM ROAD - CHAALILMEETH AL KUTTIKAATTUR HIGH SCHOOL ROAD WARD 6
2025_LSGD_782232_1
AE/LSGD/PMN/25-26/T3
Open Tender
Civil Works - Roads
Item Rate
240 days
PERUMANNA GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,865
Yes
₹21,123
Yes
20 Sept 2025
4 Aug 2025
13 Aug 2025
4 Aug 2025
12 Aug 2025
4 Aug 2025
Amount
Perumanpura malikathazham road-concrete
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
OD47635/2025-2026:Item shifted to head 14 as item 14.74 steel work welded in builtup sections/framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer using structural steel etc as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
OD47638/2025-2026: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. (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)
Chalilmethil kutikatoor highschool-concrete
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
OD51361/2025-2026: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. (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)
FAIZAL.A (BID ID -2284028)
Bidder Name
FAIZAL.A
K.M.HARIDASAN
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