SPECIAL REPAIRS TO BASKET BALL COURT UNDER AGE B AND R II, MINICOY OF GE NAVY LAKSHADWEEP

Amount

Demolition of Cement Concrete in ground floors and pavings not exceeding 150 mm thickness (below or above ground level) and removing debris outside MD Land Complete all as specified and as directed by Engineer-in-Charge.

Material and labour for 75 mm thick PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) in sub base of floorings complete all as specified and as directed by Engineer-in-Charge.

Material and labour for 40 mm thick PCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate) in floorings including finishing the surface even and smooth with using extra cement complete all as specified and as directed by Engineer-in-Charge.

Material and labour for forming construction joint 30mm deep X10mm wide filled with sealing compound complete all as specified and as directed by Engineer-in-Charge.

Supply and fix basket ball board with connected items complete set consisting of mainly the following fixed in existing pole including dismantling of existing old board:- (a) 20 mm thick fibre acrylic sheet board with frame of size 71"x41" including standard marking. (b) 450 mm dia basket ring with net made out of 18mm dia MS pipe fixed to board as per standard practice. (c) Top holding plate made out of 6 mm thick MS plate including 4 Nos 100 mm long 16 mm dia bolt and nuts. (d) Base plate made out of 6 mm thick MS plate including 4 Nos 16 mm dia, 650 mm long bolts and nuts. (e) All MS items duly painted with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge.

Material and labour for applying two coats of acrylic floor paints, line, dash, arrow, letters etc is made with specially graded silica with slip resistant over a coat of primer on Basketball Court over newly PCC surface complete all as specified and as directed by Engineer-in-Charge.

Material and labour for complete removal of existing treatment and applying two coat of cement base paint over a coat of white wash complete all as specified and as directed by Engineer-in-Charge.

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 depth and getting out soft/loose soil for laying cables/pipes/erection of poles etc. complete all as specified and as directed by Engineer-in-Charge.

Returning filling in, with excavated soils incl. spreading, levelling, watering and well ramming in layers n.exc. 25 Cms. complete all as specified and as directed by Engineer-in-Charge.

Removing excavated material/ surplus soil exceeding 50 M and depositing where directed at a level n.exc. 1.50M above the starting point, complete all as specified and as directed by Engineer-in-Charge.

Supply and lay 10 Sqmm 3.5 Core cable XLPE Insulated screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of following including necessary lugs and gland packing etc complete all as specified and as directed by Engineer-in-Charge.

Supply and lay burnt bricks sub class 'B' brick for cable protection complete all as specified and as directed by Engineer-in-Charge.

Material and labour for sand cushioning with Sand for cable in layer complete all as specified and as directed by Engineer-in-Charge. Note:Thickness of sand cusioning shall be measured after punning.

Supply and lay in trenches/fix on plole etc. GI pipe light grade 50 mm bore dia for drawing cables under road/drain/corssing/poles etc. including necessary clamps complete all as specified and as directed by Engineer-in-Charge.

Supply and errect FRP poles of length 9 mtr single arm with necessary fixing arrangements such as nut,bolts,FRP bracket and junction box for fixing street light fitting complete all as specified and as directed by Engineer-in-Charge. Note : Earth work,PCC for foundation and coping will be measure under respective items of this schedule

Supply and fix energy saving LED flood light luminaires 250 W, IP 65 with high power LED light source complete all as specified and as directed by Engineer-in-Charge.

Material and labour for PCC 1 : 3 : 6 type C2 using 40mm graded stone aggregate for foundation including form work complete all as specified and as directed by Engineer-in-Charge.

Material and labour for PCC 1 : 2 : 4 type B1 using 20mm graded stone aggregate for coping of pole including form work complete all as specified and as directed by Engineer-in-Charge.

Supply and fix single pole MCB of current rating 5 A,10 KA enclosed with PVC material and fixed to FRP poles complete all as specified and as directed by Engineer-in-Charge.

Supply and fix street light timer enclosed in synthetic material with all necessary fixing arrangements complete all as specified and as directed by Engineer-in-Charge.

Supply and fix flexible round unarmoured FRLS copper conductor of size 3 Core and 1.5 Sqmm 1.1 KV complete all as specified and as directed by Engineer-in-Charge.

Tiwarinassociates

CREATIVE BUILDERS

M/s PATEL ENGINEERING