GENERAL-OBT- PHASE IV-Upgradation of Thevara Perandoor Canal(Ch 8.700 to 9.950km ) in Kochi Corporation , Ernakulam District Under Operation BreakThrough Project PHASE IV -Reach4-General Civil Work

Amount

Desilting

OD37215/2024-2025:Earth work in/underwater excavation for removal of silt in Thevara Perandoor canal by mechanical means using pontoon mounted excavator or any equivalent mechanical equipment with necessary accessories like transport barges, mechanized boats etc as appropriate and as directed, to the desired depth to ensure free flow in the canal including getting out and disposal of excavated earth, water weeds such as water hyacinth, grass etc., with all leads and lifts and disposal of excavated material to places as directed by Engineer-in-charge The rate shall include temporary storage of all materials on the banks or other suitable locations by means of loaders/tippers/mechanized boats etc as appropriate as directed, all the charges for labour, equipments, conveyance of equipments all incidental charges etc. complete as per the directions of the Engineer in Charge for fulfilling the final objective of removing all obstructions and to ensure free flow of water in the canal

OD37218/2024-2025:Earth work in excavation for removal of silt from Thevara Perandoor canal by mechanical means using Silt pusher or any other means and hydraulic excavator/pontoon mounted excavator or any equivalent mechanical equipment with necessary accessories like transport barges, mechanized boats etc as appropriate and as directed, to the desired depth to ensure free flow including getting out and disposal of excavated earth with all leads and lifts and disposal of excavated materials to places as directed by Engineer-in-charge The rate shall include, temporary storage of all materials on the banks or other suitable locations by means of loaders/tippers/mechanized boats etc as appropriate as directed. The rate shall include all the charges for labour, equipments, conveyance of equipments, all incidentals expenses, etc complete as per the directions of the Engineer in Charge for fulfilling the final objective of removing all obstructions and to ensure free flow of water in the Canal.

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

2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth

2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth

OD37217/2024-2025:Convey the clay soil obtained from time to time from item No.1 and 2 and disposed and collect the soil at the side of the canal to Brahmapuram waste plant (Average distance of 20km.)by lorry including levelling and neatly dressed etc. as directed by the departmental officers at site - All kinds of soil . Details of cost of 10cum . coolie for loading clay soil from sides of the canal to lorry for levelling and neatly dressed .

OD39417/2024-2025:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.

60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

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)

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

5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

16.19:Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.

50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade

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

OD37216/2024-2025:Removal and refixing G.I. chain link fabric fencing during the time of construction including wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge

13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

RSP Constructions (BID ID -2197724)

ZAKKEERBABU (BID ID -2198113)

MAS CONSTRUCTIONS (BID ID -2197597)

Bidder Name

RSP Constructions

MAS CONSTRUCTIONS

ZAKKEERBABU

BABY P