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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | L1 | Accepted-AOC L1 |
Tender Value
₹8.5 L
EMD Value
₹21,178
Closing Date
2 Feb 2024, 6:00 pmClosed
DIVYA G
The Assistant Engineer, LID ANDEW Kumaranalloor Zonal Office Kottayam Municipality
Kottayam muncipality (Kumaranalloor Zonal )2023 24 Interlocking for Vazhakkala Arogyakendram road ,Vazhakkala kochuparambu road reconcreting and Concreting of Chathukulam Mudakkumukal road in ward no 02
2024_LSGD_638788_2
02/AE/KZNL/KTYM/2024
Open Tender
Civil Works - Roads
Item Rate
180 days
KUMARANALLOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,178
Yes
17 Jul 2024
22 Jan 2024
5 Feb 2024
22 Jan 2024
2 Feb 2024
22 Jan 2024
Amount
Chathukulam Mudakkumugal Road Construction
OD35253/2023-2024:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.
OD220635/2023-2024: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 compacting with smooth wheel roller to achieve the desired density (i) For Grading I Material
OD264702/2023-2024:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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)
Vazhakkala Kochuparambu Road Maintenance
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
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)
Arogyakendram Interlocking
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
OD258154/2023-2024: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 compacting with smooth wheel roller to achieve the desired density (i) For Grading I Material
OD258155/2023-2024:Providing and laying factory made chamfered edge cement concrete paver blocks in foot path ,parks,lawns,drive ways or light traffic parkings etc of required strength, thickness , size and shape made by table vibratory method using PU mould ,laid in required strength ,thicknesws&size/shape,made by table vibratory method using PU mould laid in required colour and pattern over 50mm thick compacted bed of coarse aggregate,compacting and proper embedding /laying of interlocking paver blocks into the bedding layer through vibratory compaction by using plate vibrator ,filling the joints with sand and cutting of paver blocks into the bedding layer through vibratory compaction by using plate vibrator ,filling the joints with sand and cutting of paver blocks as required size and pattern ,finishing and sweeping extra sand complete as per direction of Engineer in charge 80mm thick C.C paver block of M-30 grade with approved colour design and pattern
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)
OD286698/2023-2024:Dismantling interlocking pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately
OD286707/2023-2024:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Bidder Name
K U THOMAS
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_994162.pdf
boq_comp_chart.xlsx
xlsx
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