Restoration Of the Damaged Embankment (Right Side) Of River Jhelum At Checki Chandergeer RD 114.750 KM

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. All kinds of soil

Extra for additional lift of earth .(All kinds of soil)

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil

Supplying and stacking of good earth at site including royalty (Earth measured in stacks will be reduced by 20% for payment)

Providing and Laying of Geo-textile fabric of specified make Txt-(200 gsm-ppmf-f) (AoS: 75µ, Grab Strength: 700 N Puncture Strength:1500 N) including all sorts of carriages, and cost of Textile and Labour (complete job).

Providing and laying of Uniaxial Polyster knitted Geogrid for wraping,the supplied Geogrids will be coated with PVC and have aperture size of 30mm. ultimate tensile strength of 120 KN/m in both direction.including all handling charges,carriage and laying properly as directed, complete job.

Providing and laying in position Megabags (filled capacity of 0.95 Cum per bag, filled with earth, including cost of bags, filling of bags, sewing and strings, filling material , placing in position (dry/wet), all sorts of carriages(manual/mechanical), loading/ unloading and stacking, etc. Complete job as per the directions/satisfaction of Engineer-in-Charge

Filling, PLacing and laying non-woven, needle-punched polypropylene (PP) GeoBags filled with earth of capacity 0.075 cum/bag (Excluding Cost of Geobags) But including cost of filling material. Complete job

Placing/ Laying of B.A Wire Crates including carriage from Divisional Store

Supplying and stacking at site. a) Quarry Stones

(b) Supplying and stacking at site 53 mm to 22.4 mm (Stone Aggregate) Crushed

Supplying and stacking at site stone aggregate (Single Size) below 20mm Crushed

Spreading and Levelling of Quarry Stones and stone Aggregates (Crushed)

Supplying, Stacking at site, Spreading and compacting of crushed stone soling of approved size/crushed aggregates of size range 90mm to 45mm incl binding material/ khak bajree rolling with 3-wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade incl. all cost and carriage of materials to site of work with all leads, lifts loading unloading, stacking, as per 405 Of most specifications

Providing, driving and installing poplar wood piles of standard quality of average girth of not less than 18” after removing bark, of specified length, (including the cost of wood, making of pointed tip, charges of all equipment’s required at site for pile driving, taxes, all sorts of carriages manual / mechanical, loading / unloading, etc.), complete job as per directions/satisfaction of E-in C.

Drilling of 150mm Diameter bore hole in all types of soils as per depth indicated below or refusal strata which ever is earlier as per instructions of engineer incharge.Conducting standard penetration test (SPT) in the bore holes at 1.5 Metre intervals in depth or every change of strata whichever is earlier as per IS 2131-1981 together with collection of samples (disturbed/undisturbed) at regular intervals as per IS codes.Conducting all necessary laboratory tests on samples collected for their different engineering properties grain size,liquid limit,PSD, specific gravity,shear tests,consolidation tests all complete including mobilization and demobilization of equipments including all sorts of carriages(Mechanical/Manual) complete job.

Removal of damaged RCC parapet wall by manual/mechanical means by way of cutting into pieces or in any other means including disposal of the same as per the directions of Engineer incharge complete job

Carriage of materials by mechanical transport from source to road site of work including loading, unloading and stacking. a) Earth avg lead of 16 km.

b) Quarry stone avg lead 40 km

c) Stone Aggregate(53 mm to 22.4 mm) avg lead 20 km

d) Stone aggregate 20 mm nominal size and below, avg lead 20 km

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