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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | L1 | Accepted-AOC First lowest | |
| 2 | L2₹3.8 L+₹28,642.93 (8.12%)Rejected-AOC KANNADIKKUZHI HOUSE RAMANATTUKARA VAZHAYUR EAST PO | L2 | Rejected-AOC Second lowest | |
| 3 | L3₹3.8 L+₹30,494.97 (8.64%)Rejected-AOC KERALA KL KERALA | L3 | Rejected-AOC Third lowest | |
| 4 | L4₹4.0 L+₹43,206.62 (12.2%)Rejected-AOC PARAMBILPEEDIKA PANIKKARPADI NSS ROAD KERALA | KOZHIKODE | KERALA | 612906 | L4 | Rejected-AOC Fourth lowest | |
| 5 | L5₹4.3 L+₹74,056.46 (21.0%)Rejected-AOC | L5 | Rejected-AOC Fifth lowest |
Tender Value
₹4.4 L
EMD Value
₹6,600
Closing Date
23 Jun 2021, 6:55 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer, Kuttiady Irrigation Project Subdivision, Vatakara
construction of culvert
2021_Irrig_425970_1
AEE/VTK/05/2021-22
Open Tender
Civil Works - Canal
Item Rate
180 days
Cherapuram
5 documents required · 5 mandatory
₹1,076
Yes
₹6,600
Yes
17 Aug 2021
14 Jun 2021
25 Jun 2021
14 Jun 2021
23 Jun 2021
14 Jun 2021
14 Jun 2021 - 23 Jun 2021
Amount
BRIDGE CONSTRUCTION
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
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
4.2.5 : Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size)
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.16.2 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsAbove 20 cm wide
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
5.1.2 : 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
13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
60.7.4 : DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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 : 4 graded stone aggregate 20 mm nominal size)
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
2.25 : Filling available excavated earth (excluding rock) 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.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.
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
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)
HAREESH KUMAR V K
JOSEPH SEBASTIAN
NARAYANAN K
MALANAD LABOUR CONTRACT CO OPERATIVE SOCIETY
Bidder Name
MALANAD LABOUR CONTRACT CO OPERATIVE SOCIETY
HAREESH KUMAR V K
JOSEPH SEBASTIAN
LIJIN T
NARAYANAN K
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