Construction of Synthetic Tennis Court with Flood Lighting, Fencing and 5 Year CAMC at Kavaratti (Re Tender-I)

Preparation of asphalt base: (a) Excavation to a depth between 3 inches to remove all weeds and grass from its roots, create aslope of 1 inch in every 10 feet in the sub base on the shorter axis, (b) Compaction of the sub base by 8-10 tone roller (c) Carry out anti termite and weedicide on the total area by making 9 inch deep holes apart and injecting the chemicals and also spraying. (d) Lay 1st layer of 3 inch compacted water bound macadam with good earth as binder. water bound Macadam (WBM) to be densely compacted by keying and interlocking yhe stones to ensuare no settlement takes place. (e) Lay 2nd layer of WBM with good earth as binder (3 inch thick) same as above except that the stone size will be smaller. (f) Lay a 30 mm compacted thick Hot mix asphalt BM course. (g) Lay a 20 mm compacted thick Hot mix asphalt BM course (h) Seal coat with stone dust

Synthetic (Acrelic) surface 9 layers system - 1 layer of resurfacer, 5 layers of cushion and 3 layers of color and court markings

LIGHTING- LED 200 W fixture (Fixture - PHILIPS) In this system, there will be a Place on the 4 poles with 22 ft height, MS poles (a) 16 LED fixtures on 4 poles (b) One double - door wether proof distribution board with MS sheet. (c) MCBs (d) Earthing electrode (e) Full wiring from the distribution board to the fixtures is completed The cost of the cable from the main power source to the distribution board at the court. Fixture - Philips/ Havels/ Wipro, wires - Polycap/ Havels

Providing and fixing Tennis net and Tennis net post as per the speceification

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. Pipes

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock

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 Metal sand : 8 graded stone aggregate 20 mm nominal size

Providing and laying factory made Precast concrete solid blocks in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand)