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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC ANNASSERY PO THALAKKALATUR KOZHIKODE 673317 KERALA | KOZHIKODE | KERALA | 673317 | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.0 L+₹7,081.06 (1.45%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹5.0 L+₹11,039.91 (2.26%)Rejected-AOC ARUNODAYAM H KAYANNA BAZAR PO 673525 | KOZHIKODE | KERALA | 673525 | L3 | Rejected-AOC L3 | |
| 4 | L4₹5.2 L+₹35,517.27 (7.26%)Rejected-AOC 17 01 DISTRICT TREASURY THAMARASSERY | KOZHIKODE | KERALA | 612906 | L4 | Rejected-AOC L4 |
Tender Value
₹6.0 L
EMD Value
₹15,105
Closing Date
29 Jul 2023, 6:55 pmClosed
Assistant Executive Engineer
O/o,Assistant Executive Engineer, KYIP Canal Sub Division Vadakara
Consttruction of Karippappurath Canal Inspection Road
2023_Irrig_589005_1
IRR/PI/TR/7239/2022_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
180 days
Kakkodi
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,335
Yes
₹15,105
Yes
15 Sept 2023
20 Jul 2023
1 Aug 2023
20 Jul 2023
29 Jul 2023
20 Jul 2023
20 Jul 2023 - 29 Jul 2023
Amount
Culvert
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
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)
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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)
5.9.16.2:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsAbove 20 cm wide
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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.
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
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)
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
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.
13.62.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
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
OD13430/2023-2024: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.
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)
4.1.3: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)
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.
SOORYA CONSTRUCTIONS
CHANDRAN.C.H
JIMMI DAVID
Bidder Name
SHAMEJ T
CHANDRAN.C.H
SOORYA CONSTRUCTIONS
JIMMI DAVID
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