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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹3.3 LAccepted-AOC | L2 | Accepted-AOC awarded | |
| 2 | L2₹3.3 LRejected-AOC | L2 | Rejected-AOC rejected | |
| 3 | Rejected-Technical | - | Rejected-Technical TECHNICAL EVALUATED |
| Sl No | Description | Qty | Unit | PRASAD C O L2 | VARGHESE A K L1 | kariyakulathil constructions L3 |
|---|---|---|---|---|---|---|
| 1.00Footpath Concrete | ||||||
| 1.00 | OD64478/2024-2025:
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 66 | sqm | 30 ₹1,980 | 28.82 ₹1,902.12 Lowest | 29.99 ₹1,979.34 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 49.5 | cum | 64.45 ₹3,190.28 | 61.87 ₹3,062.57 Lowest | 64.38 ₹3,186.81 |
| 1.00 | OD56903/2024-2025: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, as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 14.5 | cum | 2,285 ₹33,132.5 | 2,102.01 ₹30,479.15 Lowest | 2,187.41 ₹31,717.45 |
| 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) | 21.75 | cum | 8,358 ₹1,81,786.5 | 8,023.96 ₹1,74,521.13 Lowest | 8,349.94 ₹1,81,611.2 |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 3 | cum | 51.5 ₹154.5 | 49.44 ₹148.32 Lowest | 51.44 ₹154.32 |
| 1.01 | OD56904/2024-2025:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm x 450 mm Rectangular | 1 | each | 2,800 ₹2,800 Lowest | 3,329.36 ₹3,329.36 | 3,464.62 ₹3,464.62 |
| 2.00DR Retaining wall | ||||||
| 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 | 11.41 | cum | 360.75 ₹4,116.16 | 346.32 ₹3,951.51 Lowest | 360.38 ₹4,111.94 |
| 2.00 | OD56905/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site. | 26.81 | cum | 3,550 ₹95,189.7 Lowest | 3,588.47 ₹96,221.23 | 3,734.25 ₹1,00,130.18 |
Tender Value
₹3.4 L
EMD Value
₹8,464
Closing Date
20 Mar 2025, 6:00 pmClosed
AE LIDEW
MEENANGADI GP
POOVALLY COLONY NADAPATHA CONCRETE
2025_LSGD_749587_6
AE/ET/04/25
Open Tender
Civil Works - Roads
Item Rate
MEENANGADI GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,464
Yes
25 May 2026
13 Mar 2025
22 Mar 2025
13 Mar 2025
20 Mar 2025
13 Mar 2025
Amount
Footpath Concrete
OD64478/2024-2025: Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
OD56903/2024-2025: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, 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)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
OD56904/2024-2025:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm x 450 mm Rectangular
DR Retaining wall
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
OD56905/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site.
OD56906/2024-2025:Providing concrete for plain concrete in TOP Belt concrete in DR Retaining Walls complete as per drawings and direction of Engineer-in-Charge. P.C.C grade M 10, Nominal mix 1:3:6
PRASAD C O (BID ID -2164661)
kariyakulathil constructions (BID ID -2165572)
Bidder Name
PRASAD C O
kariyakulathil constructions
VARGHESE A K
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