Construction of Boundary wall at Bigod Site Office under Banas Sub-Division, CWC, Udaipur

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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil.

Providing and laying in position cement concrete of 1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)) ) excluding the cost of centering and shuttering All work upto plinth level, For Pillars.

Centring and shuttering work including strutting, propping etc. and removal of form for Foundations, footing, bases of columns etc. for mass concrete: Foundations, footings, bases of columns, etc. for mass concrete

Centring and shuttering work including strutting, propping etc. and removal of form for Foundations, footing, bases of columns etc. for mass concrete: For main Gate Pillar : Column

Centring and shuttering work including strutting, propping etc. and removal of form for Foundations, footing, bases of columns etc. for mass concrete: Lintels, beams, plinth beams, girders, bressumers and cantilevers. For Plinth Beams

Centring and shuttering work including strutting, propping etc. and removal of form for Foundations, footing, bases of columns etc. for mass concrete: Columns, pillars, piers, abutments, posts and struts. (23 Nos. pillars x 4 side=92)(Below Plinth Level)

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) upto plinth level with 1:6 (1 cement : 6 coarse sand).

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

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)

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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). All work up to plinth level. For Footing.

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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources), for For Gate column

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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources), for For boundary coloumn

12 mm thick cement plaster in fine sand of mix 1:6 (1 cement : 6 fine sand).

Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm). , Qty same as Qty of plastering

Structural steel work in single section, fixed with or without connecting plate including cutting hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (For Main gate with L section Iron Angle 50x50x5 mm @ 3.8 kg/m. and Iron plate 30x5mm @ 1.2 kg/m.) For Main Gate.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. : 110 mm diameter

Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.