Tender For Advance Action Work 50Ha. (Ditching/Trenching With Machinery And Other Development Work) - Survey Of Area, Demarcation And Lay Out 2 Design & Layoutdividing The Area In Sub-Plots And Their Semi Permanent Demarcation In Field And Preparation O, Jaipur-Rajasthan

Tender For Advance Action Work 50Ha. (Ditching/Trenching With Machinery And Other Development Work) - Survey of area, demarcation and lay out 2 Design & layoutDividing the area in sub-plots and their semi permanent demarcation in field and preparation of map 3 Stone wall fencing: Random rubble loose stone fencing of size 0.8 m at base, 0.60 m at top and 1.20 m high (rates are for volume including voids) 2.2.1.1If lead is less than 200 m (1500 Rmt) 4 Fencing Ditch fencing: 1.2 m deep, 1.5 m wide at top and 0.90 m wide at bottom, includes dressing (Volume per running meter 1.44 Cum) Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum (1670 Rmt) 5 Layout for excavation of trenches / V-ditches / Contour dykes / Contour furrows 6 Digging of contour trenches (Size 45cm x 45 cm), separating stones from dug up soil, making mounds of the soil and dressingExcavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum(10000 Rmt) 7 Construction of contour dykes using locally available material size 0.45x0.45 (2000 Rmt) 8 Lay out of excavation of pits 9 Digging of new pits of size 0.45 x 0.45 x 0.45 m or(0.50+0.40)/2x(0.50+0.40)/2x 0.45 m 4.2.3Hard soil upto 10% boulders 10 Digging of new pits of size 0.45 x 0.45 x 0.45 m or(0.50+0.40)/2x(0.50+0.40)/2x 0.45 m Hard soil between 10 to 30% boulders 11 Digging of new pits of size 0.45 x 0.45 x 0.45 m or(0.50+0.40)/2x(0.50+0.40)/2x 0.45 mHard soil between 30 to 50% boulders 12 Construction of check dams by loose stone including digging and breaking of stones (rates are for volume including voids) 3.7.1Lead upto 200 m 13 Construction of earthen check dams / bunds (rates are for volume including voids)Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum 14 ( costruction of water harvesting structure/Nadi) Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum

INR 500 /-

INR 42234.0 /-

Refer document