ADDN ALTN IMPROVEMENT AND CERTAIN REPAIRS TO SPORTS INFRASTRUCTURE AT AF STN SINGARSI UNDER AGE I AF SINGARSI

Repair to concrete sub-base of Basketball court and clearing of surrounding area so that dust wont creep inside the court, Also applying crack seals to resist cracks, Complete all as specified and directed.

S&F for 8 layer Synthetic Acrylic flooring of Basketball court with following specifications: 1st layer Eproxy primer,2nd layer fibre mesh to be installed with binder,3rd layer resurfacer cover over mesh, 4th layer resurfacer for total coverage, 5th layer heavy cushion layer, 6th layer final resurfacer cover, 7th & 8th is colour coating and line marking ,Complete all as specified and directed.

Repair to concrete sub-base of Volleyball court and clearing of surrounding area so that dust wont creep inside the court, Also applying crack seals to resist cracks, Complete all as specified and directed.

S&F for 8 layer Synthetic Acrylic flooring of Volleyball court with following specifications: 1st layer Eproxy primer,2nd layer fibre mesh to be installed with binder,3rd layer resurfacer cover over mesh, 4th layer resurfacer for total coverage, 5th layer heavy cushion layer, 6th layer final resurfacer cover, 7th & 8th is colour coating and line marking ,Complete all as specified and directed.

Demolition of cement concrete of any description and in any position not otherwise specifically provided for and removing rubbish to a distance n.exc 50m at low lying area complete all as specified and as directed.

M&L for 75 mm thick PCC 1:1.5:3(Nominal mix)with admixture(using 20mm gradded aggregate) type A1 using stone aggregate as in floor finishing/Plinth protection cement concrete all as specified and as directed by Engr-in-Charge. Note-(OPC Cement should be used in concreting)

Surface excavation n,exc30cm deep and averaging 15cm deep & getting out in soft & loose soil.

M&L for hard core of gauge n,exc 63mm, deposited , spread and levelled in layers n,exc 15cm thick, watered and rammed to a true surface broken stone.

Rolling with power roller 8 to 10 tone over hard core surface.

M&L for 75mm thick PCC 1:4:8 type D2, (40mm graded aggregate) as in flooring complete all as directed.

M&L for PCC 1:1.5:3(Nominal mix)with admixture(using 20mm gradded aggregate) type A1 using stone aggregate as in floor finishing/Plinth protection cement concrete all as specified and as directed by Engr-in-Charge. Note-(OPC Cement should be used in concreting)

Excavating in trenches in hard /dense soil, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed.

Removing excavated soil to a distance not exc 50m and depositing where directed at a level n. exc 1.50m above the starting point and all as directed.

M&L PCC 1:4:8 type D2 ( 40 mm graded aggreage ) as in foundation/sub base complete all as specified and as directed.

Supply and laying of brick well burnt locally available sub class 'B' laid over sand cushioning for cable protection in trenches width of brick perpendicular to the length of cable, complete all as specified and directed by Engr-in-Charge.

Supply, laying and testing cable XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 sqmm, 3.5 core as per IS 7098 incl. lugs/cable glands/other accessories necessary for installation incl. cable route marker, complete all as specified and directed by Engr-in-Charge.

M & L of 2.5 sqmm x 3 C, copper cable- PVC insulated, sheathed, 650/1100 V grade alongwith sleeves to enclose and insulate the cable for connecting LED flood lights incl. terminal block, complete all as specified & directed by Engr-in-Charge.

Schedule of Credit