PROVN OF BOUNDARY WALL AND WALKING TRACK AT SPORTS GROUND AT AF STN DADRI UNDER GE (AF) FARIDABAD

Amount

Excavation in trenches in soft & loose soil not exc 1.5m in width and not exc 1.5 in depth for foundation and getting out complete all as specified and directed by Engineer-in-Charge.

M&L cement concrete type D2 1:4:8 ( 40 mm graded aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

M&L for brick work with sub-class'B' bricks,straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed by Engineer-in-Charge.

M&L cement concrete type B0 1:2:4 (20 mm graded aggregate) Providing, in coping complete all as specified and directed by Engineer-in-Charge.

Mild steel bars 10 mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to complete all as specified and directed by Engineer-in-Charge.

Mild steel bars 6 to 8 mm dia ,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 15 mm thick in CM 1:6 on fair faces of brick work or concrete surfaces, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for Returning,filling in,including spreading,levelling,watering and well ramming in layers not exc 25 cm complete all as specified and directed by Engineer-in-Charge.

Removing excavated materials to a distance not exceeding 50 Mtr and depositing where directed at a level not exceeding 1.5 Mtr above the starting point rocks complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new plastered surfaces and applying two coats of cement base paint on walls over a coat of alkali resistant priming paint complete all as specified and directed by Engineer-in-Charge.

S&F framed works Fe-290 (Gde E-165) as in doors, gates, of angles or other sections with gusset plates, rails,braces etc complete drilled for fixing of steel sheeting or other covering.Doors etc to be prepared for hanging or sliding with and including either hooks or hinges or steel hanging door fittings (exclusive of steel sheeting or other covering,running rails and guides)and hanging ,also fastening and fixing complete all as specified and directed by Engineer-in-Charge.

Preparation of new steel surfaces exc 10 cm width and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft /loose soil complete all as specified and directed by Engineer-in-Charge.

M&L Hardcore of guage n exc 63 mm of brokan stone or boulders,deposited,spread and levelled in layers n exc 15 cm thick watered and rammed to true surface complete all as specified and directed by Engineer-in-Charge.

M&L for 100 mm thick cement concrete 1:4:8 type D2 using 40mm aggregate as in sub base complete all as specified and directed by Engineer-in-Charge.

M&L ruber moulded chequered tiles of size 300 x 300 x 25 mm as per IS-1380, coloured jointed and pointed in C M over and incl screed bedding15mm thick in C M 1:6 complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete as in edges rounded or chamfered on edges type B1 1:2:4 using 20 mm graded aggregate complete all as specified and directed by Engineer-in-Charge.

Removing excavated material exc. 1.50 km but n exc.5km and depositing where complete all as specified and directed by Engineer-in-Charge.

S&F reinforced concrete pipes 150 mm dia class NP2, laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge.

M&L concrete bed cement concrete 1:4:8 type D-2 to 150 mm dia drain pipes including packing under, and haunching against the side of pipes after they are laid and tested in complete all as specified and directed by Engineer-in-Charge.

36SHRI RADHEY ASSOCIATES

M/S ujjwal associates

RRR CONSTRUCTIONS

GARG CONSTRUCTION CO