Upgradation of Gurura Park, near vantage, S.K Payeen (CAPEX)

Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation,for levelling etc. complete.

supplying and filling of stone gravel 60 mm with already supplied earth in geocell including ramming watering packing etc. including carriage for lead upto 20KM.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.

Supply of HDPE Geocell , 200 mm deep, with USWD-C/C 356, having density greater than 0.935 g/cm3 with multitude rhomboidal indentations, textured & perforated with horizontal rows of maximum 10mm dia holes. Performations within each row shall be 19mm on center. The quantity of perforations shall remove + /- 17% of cell wall area having 200 mm cell depth with minimum sheet thickness of 1.20 mm & having yield strength of 18 kN/n1. to complete the job as oer drawing & direction of Engineer-In-Charge incl. Labour Charges for carrying, transporting, laying, fixing & filling of HDPE Geocell 150 mm thick including acessories and equiomment as per Instruction of Engineering Incharge.

Supply and laying of non-woven Geo-textile fabric sheets of 400 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as per IS 16653: 2017 (i) Wide Tensile strength (MD) ≥15KN/m & Wide Tensile strength (CD) ≥15KN/m (ii) Elongation (MD) ≥50% & Elongation (CD) ≥50% (iii) Abrasion ≥95% (iv) Trapezoidal Tear Strength (MD) ≥340 N & Trapezoidal Tear Strength (CD) ≥340 N (v) CBR Puncture strength ≥3000 N (vi) Permittivity ≥1.25 s-1 (vii)Permeability ≥60l/m2/sec (viii)AOS ≤75micron (ix)UV Resistance @500 hours retained Tensile strength (MD) & (CD) ≥80% (x) Mass ≥ 300gm/m² (xi)Thickness at 2KPa ≥3mm.

P/L of stone soling incl. ramming,hand packing and all carriages, complete job in geocell,trenches,foundation etc. upto a lead of 15km

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)