GENERAL-Kilikollur thodu-Rejuvanation of

Amount

SIDE PROTECTION

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

OD8853/2022-2023: Removal of all floating organic and inorganic wastes such as cloth wastes, bottles, electronic wastes, electric wastes, wooden branches of trees, thermocols, hotel wastes, poultry waste, plastic wastes, kitchen utensils, leafs and other dumped wastes Using any type of departmental/ contractors own machinery including disposal of removed materials by the contractor at his own means without causing damage to environment and society including all leads and lifts and other incidental charges such as hire charges for country boats and other necessary equipments required for the work etc. complete as per direction of the departmental officers at site. Details of cost for 100 sqm

50.2.33.5:Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.

60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.

OD18105/2022-2023:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete

60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

60.2.4:BAILING OUT WATER USING PUMP ABOVE 10HP AND UP TO 20HP - Bailing out water with engine and pump set above 10HP and up to 20HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

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

60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.

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.

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

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

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

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)

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)

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.

4.1.6: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 40 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

60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.

13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing

OD9729/2022-2023: Supplying and laying coir geo - textiles (700-740 GSM ) over a formed and completed bank with proper pinning with good quality Bamboo stick 20 cm length and 1m c/c and edges rolled and fixed the ground properly etc. complete. Details of cost for 100 sqm.MaterialsCoir Geo textiles 100 sqm Add10% for both end rolled and fixed 10 sqm.Total 110 sqm.

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.

DESILTING

OD9651/2022-2023: Earthwork excavation by mechanical means(department/contractors own machine) over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm in plan) including getting out and disposal of removed execavated material combined with all deposited debris which comprises a mixture of organic and inorganic waste mixed with liquid mud, silt in anyform without causing damages to environment or society, to contractors own place of choice or place pointed out by departmental oficials including all leads and lift upto 1.5m etc. complete as directed by departmental officers in charge.<br>. (cost of Excavated spoil/soil may be deducted accordingly after testing of the excavated spoil/sail samples during execution in case of dumping in contractors own yard as it is very difficult to obtain revenue dumping yard in corporation area)

BOUNDARY STONE LAYING AND BOARD FIXING

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)

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

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

13.62.1: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 .

OD9585/2022-2023:Engaging man mazdoor as per direction of site engineer

OD10902/2022-2023:Manufacturing, supplying and fixing sign boards of size 1.2 x 0.9 m made up of 2 mm thick Japan sheet,support frame of M.S. angle iron of size 25x25x3 mm to 2 vertical posts 2.2m long made upof M.S. ANGLE section ISA 40x40x6 mm welded with base plate of size 100x100x5 mm at the bottom end andincluding making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steelwork to be painted with two or more coats of synthetic enamel paint of required shade and of approvedbrand & manufacture over priming coat of zinc chromate yellow primer .Backside of sheet to be painted withtwo or more coats of epoxy paint over and including appropriate priming coat and firmly fixed to the groundafter excavation by means of properly designed foundation of size 0.25x0.25x0.45m with CC 1:2:4 using20mm broken stone including all cost and conveyance of materials, labour charges, leads and lifts etc.complete as per drawing , specification and direction of Engineer--in-charge. (excluding lettering which ispaid separately)

13.71:Lettering with black Japan pint of approved brand and manufacture

FENCING

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)

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

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)

10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes

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

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

TBAS CONSTRUCTIONS

Bidder Name

KUNNATH CONSTRUCTIONS

TBAS CONSTRUCTIONS