Construction of Compound Walling at Govt. Polytechnic College Bandipora

Compound Walling

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres, All kinds of soil.

Supply and laying of stone soling hand packing and ramming including all leads lift cost and carraiges of materials involved upto site of work complete.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 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 level Thermo-Mechanically Treated bars of grade Fe-500D or more including all cost and carriages invovled complete.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns including all cost and carriages invovled complete.

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand)

Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

P/A of 15 mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand) including all cost and carriages invovled complete.

P/A of 12 mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) including all cost and carriages invovled complete.

P/L Cement Concrete Coping (50 mm thick) in 1:2:4 mix (1 Cement 2 Coarse Sand 4 Graded Stone Aggregate 20 mm nominal size ) (Crushed) including all carriage and costs of materials involved complete.

Finishing wall with premium acrylic smooth exterior paint with silicone additives of required shade on New work (two or more coats applied @ 1.43 liter/10sqm over and including priming coat of water exterior paint applied @ 2.20kg/10sqm) including all carriage and costs of materials involved complete.

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including all carriage and costs of materials involved complete.

Painting with aluminum paint of approved brand and manufacture to give an even shade. Two or more coats on new work including all carriage and costs of materials involved complete.

Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge In cement mortar

Dismantling roofing,Walling including ridges, hips valleys and gutters etc and stacking the material within 50 meters lead of G.S. Sheet

Carriage of materials by mechanical means from source to site of work incl loading and unloading complete job for:-

i. Aggregate of size 40mm or below for and average lead of 30 Kms.

ii. Sand with an average lead of 6 kms

iii. Bricks with an average lead of 75 kms

Construction of Devri Gate

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge All kinds of soil

Supply and laying of stone soling hand packing and ramming including all leads lift cost and carraiges of materials involved upto site of work complete.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ 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 upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 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 level and Above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more including all cost and carriages invovled complete.

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete including all cost and carriages invovled complete.

Centering and shuttering including strutting, propping etc. and removal of form for Columns, pillars, piers, abutments, posts and struts including all cost and carriages invovled complete.

Providing and laying chisel dressed Devri Stone of size 300x200 mm face with 150 mm depth in cement mortar 1: 6 (1 cement : 6 coarse sand) upto plinth level including curing. One face dressed Fine chisel dressed.

Extra for fine chisel dressed Devri Stone in square or rectangular Pillars.

Providing Devri/ Ashlar edge moulding to 150 mm thick , 250 mm wide Including machine cut as per approved facade design polishing to edge to give high finish etc. complete as per design approved by Engineer-in-Charge.

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including all cost and carriages invovled complete.

Structural steel work 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. The work includes fabrication of an arched truss using M.S Tubes Hollow section RHS/SHS or M.S tubes of required size, welding,grinding the joints smooth, and anchoring to concrete/stone columns using heavy duty anchor/base plates including all cost and carriages invovled complete.

Providing and fixing cast Aluminium or Stainless steel letters of required height(12" to 18") and thickness. The letter shall be raised/floating type,fixed to the steel truss members using welded struds or bolted clamps (without visible screws on the face) including spraying paint with Golden, Metallic high-gloss PU paint to match the approved design 3D complete job as desired by Engineer Incharge.

Painting with aluminum paint of approved brand and manufacture to give an even shade. Two or more coats on new work including all cost and carriages invovled complete.

Carriage of materials by mechanical means from source to site of work incl loading and unloading complete job for:-

i. Aggregate of size 20 mm for an average lead of 30 KM

ii. Sand for an average ead of 6 KM