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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹70.4 LAccepted-AOC | l1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L2 | |
| 5 | Rejected-Technical TIRURANGADI VALLIKKUNNU NORTH TIRURANGADI | MALAPPURAM | KERALA | 670612 | - | Rejected-Technical L5 |
Tender Value
₹81.8 L
EMD Value
₹50,000
Closing Date
9 Jul 2024, 6:00 pmClosed
Executive Engineer
Office of the Executive Engineer Harbour Engineering Division Kozhikode Puthiyanirath, Elathur P.O Kozhikode 673303
Deposit Rectification and shore Protection works at Bliss Park Bhatt Road beach in Kozhikode district Construction of concrete protection wall General Civil Work
2024_HED_678746_1
HED/CEHED/TR8824/2023_5_1_1/1,
Open Tender
Civil Works - Others
Item Rate
180 days
Bhattroad Beach
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
29 Aug 2024
2 Jul 2024
11 Jul 2024
2 Jul 2024
9 Jul 2024
2 Jul 2024
2 Jul 2024 - 5 Jul 2024
Amount
Substructure-DR Packing and Gabion wall
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
16.94.1:Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of +/- 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.
OD2964/2023-2024:od5518/2021_2022 :od5786/2017_2018 :Laying of a woven geotextile filter between pitching and embankment slopes on which<br>pitching<br>is laid to prevent escape of the embankment material through the voids of the stone<br>pitching/cement<br>concrete blocks as well as to allow free movement of water without creating any uplift<br>head on the pitching.<br>(OD Approved by SE NC ,Order No D4/179/2016/SE dated 23- 02-2017, Item No E4 )<br>
OD2969/2023-2024:Based on 51.2.3. Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
OD1908/2024-2025:Based on 16.88 Laying departmental 60 mm thick factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
OD1535/2024-2025:Based on 50.2.25.1- Filling with beach sand in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
Superstructure-Concrete Retaining Wall
14.1.C.1:Furnishing and Placing Reinforced Cement Concrete Grade M30 Using Concrete Mixer in super-structure as per drawing and Technical Specification
13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
MAHJOOB C M
JAGADEESH KUMAR V
KABEER P M
MMmamukoyaco
Bidder Name
ANJANA CONSTRUCTIONS
MMmamukoyaco
KABEER P M
JAGADEESH KUMAR V
MAHJOOB C M
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1055547.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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