Rectification work of 2 WSS under Package-1 to Konni GramaPanchayathin Pathanamthitta District

Clearing grass and other over growth of vegetation and small trees of girth up to 30cm

Earthwork open well excavation (above water) in all classes of soil and conveying and depositing the soil within initial lead of 50m and lift up to 1.50m including neat banking.

Earthwork open well excavation (above water) in all classes of soil and conveying and depositing the soil within initial lead of 50m and lift up to 1.50m - 3.0m including neat banking.

Earthwork open well excavation (above water) in all classes of soil and conveying and depositing the soil within initial lead of 50m and lift up to3m - 4.5m including neat banking.

Earthwork open well excavation (above water) in all classes of soil and conveying and depositing the soil within initial lead of 50m and lift up to4.5m - 6m including neat banking.

Earthwork open well excavation (above water) in all classes of soil and conveying and depositing the soil within initial lead of 50m and lift up to6m - 7.5m including neat banking.

Earthwork open well excavation (above water) in all classes of soil and conveying and depositing the soil within initial lead of 50m and lift up to7.5m - 9m including neat banking.

Earthwork open well excavation (above water) in all classes of soil and conveying and depositing the soil within initial lead of 50m and lift up to9m - 10.5m including neat banking.

RCC 1:1.5:3, using 20mm brocken stone for belt up to 5m excluding reinforcement (kerb,Steining,beam and coverslab)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete

Centering and shuttering including Strutting, propping etc and removal of form for kerb

Centering and shuttering including Strutting, propping etc and removal of form for belt (steining)

Centering and shuttering including Strutting, propping etc and removal of form for beam

Centering and shuttering including Strutting, propping etc and removal of form for coverslab

Bailing out water with 5 HP engine and pumpset above 20 HP upto 30 HPincluding conveyance to the site ,erection, dismantling and taking back of engine and pump , cost of fuel lubricating oil and other stores pay of staff etc. etc. complete

Granite rock blasting in well measeured solids and excluding cost of bailing out 4.5-6

Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete 50.6.2.3 18 Solid block masonry using pre cast solid blocks (Factory made)

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)

Centering and shuttering including Strutting, propping etc and removal of form for slab

White washing with lime to give an even shade:New work (three or more coats)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm

Lettering with black Japan pint of approved brand and manufacture

Providing door

Providing ventilator

Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.

Supply of HDPE Pipe PE 100 (IS 4984/1995), 12.5kg, 63mm Outer Dia

Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes

Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.

Refilling the trenches with a wet mix of close graded granular materials (Stone aggregate - 25mm nominal size - 17.5%, Stone aggregate - 10mm nominal size 17.5%, Crushed Stone - 2.36mm to 12.5mm - 25%, Stone chippings / screenings 4.75mm nominal size - 20%, Stone chippings / screenings - 150 micron nominal size 20%), mixing properly after adding sufficient quantity of water, refilling in layers not exceeding 150mm, compacting properly at Optimum Moisture Content with Surface Plate Vibrator and disposing the excavated material etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites.

supply and erecting of 7.5HP submerssible motor,pipe,panel board,Starter,NRV etc

POWER CONNECTION

Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

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

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)

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

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).

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

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

Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

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

Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

White washing with lime to give an even shade:New work (three or more coats)

Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm

Lettering with black Japan pint of approved brand and manufacture

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :

Supplying 75mm HDPE PN 10

Laying of Hdpe of 75mm including specials

Supplying 63mm HDPE PN 12.5

Laying of Hdpe of 63mm including specials

Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 50mm Dia.

Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Dia.

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40mm

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50mm

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65mm

Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.

5%, Crushed Stone - 2.36mm to 12.5mm - 25%, Stone chippings / screenings - 4.75mm nominal size - 20%, Stone chippings / screenings - 150 micron nominal size - 20%), mixing properly after adding sufficient quantity of water, refilling in layers not exceeding 150mm, compacting properly at Optimum Moisture Content with Surface Plate Vibrator and disposing the excavated material etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites.

LADDER for Tank