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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m |
| 2 | All Kind of Soil 70% |
| 3 | Ordinary Rock 30% |
| 4 | Providing and laying boulders of size 75 mm to 100 mm, including cost of boulders, carriage from approved source to site of work, hand-packing to required slope and grade, filling interstices with smaller stones, ramming and watering to proper compaction, with initial lead of 5km, lifts, and incidental charges complete, including all applicable taxes. complete work in all respects as per the directions of the Engineer-in-Charge. |
| 5 | Providing and laying crushed stone aggregates of size 40 mm to 60 mm in HDPE geocell, including spreading over prepared surface, fixing and anchoring as per manufacturer’s specifications, filling cells with specified aggregates, ramming and compaction to required grade and camber, with initial lead of 5km, lifts, and carriage of material from approved source, complete in all respects including cost of aggregates, labour, equipment, and all applicable taxes as per the direction of the Engineer-in-Charge. |
| 6 | Providing and laying stone fill of size 25 mm to 40 mm, including cost of material, carriage, spreading, hand-packing, filling voids with smaller stones, watering, ramming/compacting, and dressing to required grade, complete with with initial lead of 5km, lifts, and taxes as directed by the Engineer-in-Charge. |
| 7 | Excavating, supplying and filling of local infill material (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 8 | Excavating, supplying and filling of local avaliable good earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 9 | Supply, fixing, laying, and fitting, complete in all respects, including the cost of all tools, labour, installation, and allied items, to be executed as per specifications and to the full satisfaction and directions of the Site-in-Charge Engineer, ensuring completion of the work in every respect for HDPE Geocell, 200 mm deep, 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 200 mm thick including acessories and equiomment as per Instruction of Engineering Incharge. complete job. |
| 10 | Supply, fixing, laying, and fitting, complete in all respects, including the cost of all tools, labour, installation, and allied items, to be executed as per specifications and to the full satisfaction and directions of the Site-in-Charge Engineer, ensuring completion of the work in every respect for non-woven Geo-textile fabric sheets of 300 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.including all handling and carriage charge complete as directed.complete job. |
| 11 | Supply, fixing, laying, and fitting, complete in all respects, including the cost of all tools, labour, installation, and allied items, to be executed as per specifications and to the full satisfaction and directions of the Site-in-Charge Engineer, ensuring completion of the work in every respect for Biaxial Polyster knitted Geogrid for wraping, the supplied Geogrids will be coated with PVC nad have aperture size of 30mm.tensile strength of 80KN/m in both direction. including all handling charges,carriage and laying properly as directed.complete job. |
| 12 | Supply, fixing, laying, and fitting, complete in all respects, including the cost of all tools, labour, installation, and allied items, to be executed as per specifications and to the full satisfaction and directions of the Site-in-Charge Engineer, ensuring completion of the work in every respect for G-Mat in double layered composite Geo-textile fabricated to form a three dimensional mattresses , the upper layer of the mattress being heavily woven with polypropylene fabric needle-punched with a mixture of U.V. stabilized green fibres and cut tape yarns with 1) Mass per unit area > 650 GSM, 2) Tensile Strength (MD) ≥ 70kN/m, 3) Tensile Strength (CD) ≥ 70kN/m 4) Tensile Elongation (MD) ≤ 25%, 5) Tensile Elongation (CD) ≤ 25%, 6) Pore Size < 0.35 mm, 7) Abrasion Resistance ≥ 35 %, 8) UV @ 500 hours ≥ 90% 9) Resistance to Oxidation @ 100°C for 28 days) ≥ 80% and Lower Layer Properties as1) Mass per unit area > 400 GSM, 2) Tensile Strength (MD) ≥ 110kN/m, 3) Tensile Strength (CD) ≥ 90kN/m 4) Tensile Elongation (MD) ≤ 25%, 5) Tensile Elongation(CD) ≤ 25%, 6) Pore Size < 0.35mm, 7) Abrasion Resistance ≥ 60 %, 8) UV @ 500 hours ≥ 90% 9) Resistance to Oxidation @ 100°C for 28 days) ≥ 80% The sewing thread should be of high tenacity polyester and parallel stitches are to be continued positioned at 350 mm apart with a stitch length not exceeding 5 mm. (inclusive of Custom Duty)Including Labour charge for laying , fitting and fixing of double layered Geo textile, fabricated to form a three dimensional mattresses after filling sand at design slope, filled up with sand by pump, anchoring by cutting / at already excavated trench at the upper and lower end of slope of depth 1.00m x 0.75 m placing the mat by bending it into the trench, filling the trench by earth filled cement bags / sand / silt filledtype A geo-bags, sides of mattresses in sloping direction stitched by Polypropylene thread with double locking chain stitch not less than 3 stitches per 2.50 cm to achieve minimum stream strength including all handling and carriage charge complete as directed complete job. |
| 13 | Supply, fixing, laying, and fitting, complete in all respects, including the cost of all tools, labour, installation, and allied items, to be executed as per specifications and to the full satisfaction and directions of the Site-in-Charge Engineer, ensuring completion of the work in every respect for HDPE impervious membrane 4 mm thick, including cost of material, surface preparation, laying, aligning, and jointing sheets by proper method (hot air welding/heat seaming, as recommended by manufacturer), testing of joints, anchoring at edges, and finishing complete job, all as per drawings and directions of the Engineer-in-Charge. complete job. |
| 14 | Supply, fixing, laying, and fitting, complete in all respects, including the cost of all tools, labour, installation, and allied items, to be executed as per specifications and to the full satisfaction and directions of the Site-in-Charge Engineer, ensuring completion of the work in every respect for barrier mesh boxes (1mx1mx1m) with square apertures of nominal 75 mm × 75 mm, fabricated from high-tensile steel wire of 4.5 mm diameter, either welded or formed using tie wire/spiral binding, hot-dip galvanized (minimum 450 g/m²) or PVC coated for corrosion protection, internally lined with non-woven polypropylene geotextile (needle-punched, UV-stabilised,400 gsm) fixed to prevent loss of finer fill material, complete with all edge reinforcements, diaphragms, ties, and assembly accessories, delivered and assembled at site, ready for filling with approved stone as per drawings and directions of the Engineer-in-Charge. complete job. |
| 15 | Carriage of different materials by By Mechanical Transport including loading, unloading and stacking Stone Aggregate 40 km Please Enable Macros to View BoQ information |
