Construction of Sajoun to Katiur Sari Bani Seeh Mohardhar G.P. Kunnu road Km 0/0 to 5/570

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in all heights and depths, in all kind of soil including saturated soil comprising of pick, jumper, blasting work both in soft and hard rock with chiseling/wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including, dewatering wherever required setting out to the required line grades, side slopes trimming bottom and level as shown on the drawings as directed by Engineer-in-Charge at site according to technical specifications, sorting out useful/ unuseful materials and stacking the same in all leads and lift and transportation of un-useful materials for filling in road ways, embankments for grades improvements and levelling to the required grade and then disposing of surplus excavated earth in acquired width of roads or on approved dumping sites through all modes of transportation including head load, animal load or mechanical means along with its levelling fine dressing and all labour, machineries, materials, tools equipments and safety measures and incidentals necessary to complete the work by all means ( if required). Recovery of useful stone of 92.46 cum. @ 300/- per cubic metre amounting to Rs. 27,738/- only shall be done on prorata basis for the quantity of cutting in earth work effected. Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all respect including all leads and lift of materials or as per direction of Engineer-in-Charge.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches in all kinds of classification, of soils such as pick work, jumper work blasting work saturated soils including chiseling or any other mixed variety of soils, dewatering and/or removal of slush and other incidentals, lift up to any height and stacking excavated soil up to all leads, lifts and then disposing of all surplus excavated earth to the disposal point within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying in position cement concrete of 1:4:8 (one cement : four sand : eight graded,crushed stone aggregate 40mm (forty millimetre) nominal size) including the cost of centering and shuttering in all work up to all level including curing complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge.

Providing and making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12 (ten into twelve) (D=100 mm (one hundred millimetre) with tolerance of ± 2% (plus/minus two percent) Zinic + PVC coated, Mesh wire diameter 2.7 / 3.7mm (two point seven/three point seven millimetre), mechanically edged / selvedged with partitions at every 1m (one metre) interval and shall have minimum 10 (ten) numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm (two point two/three point two) (ID/OD), supplied @3% (at the rate of three percent) by weight of Gabion boxes, filled with boulders with least dimension of 200 mm (two hundred millimetre), as per drawing, all complete in all respect within all leads, lifts, carriage of material and other incidentals charges as per direction of Engineer-in-Charge.

Back filling behind abutment wing wall and return wall complete as per drawing and technical specifications complete within all leads, lifts carriage of material and other incidentals as per direction of Engineer-in-Charge.

LEKH RAJ

Jai Singh