LAC-ADS 2020 21 Manalur Constituency Construction of new building for GLP nbsp School Kakkasserry nbsp in Elavally Gramapanchayath Work General Civil work

Amount

Construction of Building

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

2.8.1: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

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

2.25: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.

50.2.25.1:Filling with contractor's own 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 as per direction of site Engineer-in-charge

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

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

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

5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges

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

5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide

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)

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

od73818/2020_2021/BL:Providing and laying in position machine batched and machine mixed design mix M-25 grade<br>cement concrete for reinforced cement concrete work, using cement content as per approved<br>design mix, including pumping of concrete to site of laying but excluding the cost of centering,<br>shuttering, finishing and reinforcement, including admixtures in recommended proportions as<br>per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing<br>strength and durability as per direction of Engineer - in-charge. Note:- Minimum Cement<br>Content should be @ 330 kg/ cum.<br>All work upto plinth level (No additional payment for excess of extra cement used by the contractor as per circular No CE/BL/GL/654/2015 dated 30/8/2017)

od73819/2020_2021/BL:Providing and laying in position machine batched and machine mixed design mix M-25 grade<br>cement concrete for reinforced cement concrete work, using cement content as per approved<br>design mix, including pumping of concrete to site of laying but excluding the cost of centering,<br>shuttering, finishing and reinforcement, including admixtures in recommended proportions as<br>per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing<br>strength and durability as per direction of Engineer - in-charge. Note:- Minimum Cement<br>Content should be @ 330 kg/ cum.<br>All work above plinth level upto floor V level (No additional payment for excess of extra cement used by the contractor as per circular No CE/BL/GL/6541/2015 dated 30/8/2017)

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)

5.22.6: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

5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

OD51863/2021-2022:Solid 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 up to floor two level with any thickness in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete

OD51867/2021-2022:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with any thickness in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

od73820/2020_2021/BL:Supplying and fixing pressed steel door of standard pattern of IS 4351 of section 105x60mm using 18G (1.2mm thick tata or equivalent galvano ) sheet and shutters made of section 75x30cm for outer styles sheet 26CR Zincromate primer including all chargres

od73821/2020_2021/BL:Supplying and fixing pressed steel windows of standard pattern with frame as per profile of IS 4351 of section of section105x60mm using 18G(1.2mm thick TATA OR equivalent Galvano ) sheet and shutters made of section 75x30cm for outer styles and horizontal members with locking handle 1no. for each leaf and with necessary hold fast for fixing to wall and Zincromate primer coat measured in sequence metre totally including all charges for fixing etc.complete.

10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

od73824/2020_2021/BL:Plastering with Cement mortar 1:3 (1 cement : 3 fine sand) 9mm thick plaster finished with a floating coat of neat cement of mix floated hard and trowelled smooth including all labour, material, conveyance charges etc complete.

od73825/2020_2021/BL:Providing Water cutting 25mm wide and 15 mm thick in CM 1:3, including all labour, material, conveyance charges etc complete

od73826/2020_2021/BL:Providing and laying vitrified floor tiles (double charged with mat finished top) in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600 x 600 mm.

od73827/2020_2021/BL:Providing and laying Anti skid floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work

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

od73829/2020_2021/BL:Rounding the nocings of vetrified tiles and smoothening the rounded edges using carborandom stone including hirecharges, labourcharges etc. complete

10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

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

OD62943/2021-2022:Engaging coolies

A Vinoth

Bidder Name

A Vinoth

BINOJ C