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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC | L1 | Accepted-AOC l1 | |
| 2 | L2₹4.6 L+₹12,839 (2.90%)Rejected-AOC | L2 | Rejected-AOC l2 |
Tender Value
₹5.0 L
EMD Value
₹12,507
Closing Date
2 Apr 2025, 6:55 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer KyIP Canal Sub division Vatakara
KyIP 2024-25 (Thodannur block Panchayat deposit work) Construction of bridge across Puthuppanam distributary canal near ch 1/500km (Karyattu thazha Canal Palam) in Maniyur grama panchayat
2025_Irrig_755186_1
IRR/PI/TR/1614/2022_5_11_10/1
Open Tender
Civil Works - Bridges
Item Rate
180 days
Bank Road
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,105
Yes
₹12,507
Yes
19 Jun 2025
26 Mar 2025
4 Apr 2025
26 Mar 2025
2 Apr 2025
26 Mar 2025
Amount
Construction of bridge
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
2.7.1: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.Ordinary rock
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
OD39221/2024-2025:Supply,stacking,spreading and consolidating of Quarry Muck inside the trench in canal bed, road work etc.. including carriage ,loading , unloading & stacking upto any lead.
16.21:Engraving letters in hard stone
16.92:Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge
Muraleedharan K (BID ID -2184514)
Bidder Name
Muraleedharan K
ADARSH C
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1226327.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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