Tender For Dlt Works Kraska Jungle 100 Hect Range Sariska - Layout For Excavation Of Trenches 2 Digging Ofcontour Trenches (Size 45X45) With Cross Section Separating Stones From Dug Up Soil, Making Mounds Of The Soil.By Machinical Meansin Compact Clayey, Alwar-Rajasthan

Tender For Dlt Works Kraska Jungle 100 Hect Range Sariska - layout for excavation of trenches 2 Digging ofcontour trenches (size 45x45) with cross section separating stones from dug up soil, making mounds of the soil.by machinical meansIn compact clayey soil 10000rmt 3 E/W for bund/embankment in dry or moist soil with the help of tractor attached with scaraper including layaing in layers of 15 cm breaking of clods sorting of grasses pebbles etc and dressing in required profile when compacted manually within initial lead of 30 m and lift of 1.50 m rate of tractor (35-40HP) with POL& scraper (Excluding charges of watering & compaction) in hard soil 4 Survey and dagbailing work 100x10m 5 Site clearance including uprooting of vegetation brush wood, tree & sapling of girth upto 15 cm and removal of rubbish etc. complete 100x10m 6 E/W in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and all lift upto 1.5m, disposed earth to be leveled and neatly dressed: all kinds of soil Head wall 1x10.30x2.50x1.20=30.90Head wall ext 2x4x1.15x1.20=11.04Side wall 2x5.00x0.75x1.20=9.00Toe wall 1x10.30x0.75x0.60=4.635Toe wall ext 2x2.00x0.75x0.60=1.80AppronL/S 1x10.00x5.00x.30=15Total=72.375 7 Providing and laying in pcc including curring compaction etc complete in specific grade excluding the cost of centring and suttaring all work up to plinth level (1:5:10) cm in 40mm nominal sizeHead wall 1x10.30x2.50x0.30=7.725Head wall ext 2x4x1.15x0.30=2.76Side wall 2x5.00x0.75x0.30=2.25Toe wall 1x10.30x0.75x0.30=2.32Toe wall ext 2x2.00x0.75x0.30=0.90AppronL/S 1x10.00x5.00x.25=12.5Total=28.455 8 R/R stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30cm thick wall in -Head wall 1x10.30x2.50x0.90=23.175Head wall ext 2x4.00x1.15x0.90=8.25Side wall 2x5.00x0.75x0.90=6.75Toe wall1x10.30x0.75x0.30=2.3175Toe wall ext 2x2x0.75x0.30=0.90Total= 41.4225 9 R/R stone masonry for with hard stone in superstructure above plinth level and upto five level above 30cm thick walls in cement mortar 1:6 Head wall 1x10x(2.25+0.90)/2x1.80=28.35Head wall ext 2x4.0x0.90x3.00=21.60Side wall 2x1.35x0.60x3.60=5.832Side wall 2x4x0.60x(3.60+1.20)/2 =11.52Toe wall 1x10x0.60x0.45=2.70Toe wall ext 2x2x0.60x0.45=1.08Core wall 2x5x0.45x0.60=2.70Total= 73.782 10 Providing and laying cement concrete including curing compaction etc.complete in specified grade excluding the cost of centering and shuttering in walls 1:2:4 15m grade nominal mixHead wall 1x10x0.90x0.05=0.45Head wall ext 2x4x0.90x0.05=0.36Side wall 2x5.35x0.60x0.05=0.321Toe wall 1x10x0.60x0.05=0.30Toe wall ext 2x2x0.60x0.05=0.12Core wall 38x0.45x0.05=0.855Appron u/s 1x10x5.00x0.10=5.00Total=7.405 11 Plaster on new surface on walls in CM 1:4 including racking of joints etc complete fine finish 25mm thickHead wall 2x10x1.80=36Head wall ext 2x4x3=24Side wall2x1.35x3.60=9.72Side wall 2x4X(3.60+1.20)/2=19.20Toe wall 2x10x0.45=9.00Toe wall ext 2X4x0.45=3.60Core wall2X10X0.60=12.00Total= 113.52 12 centering and shuttering with plywood or steel seets encluding strutting, propping bricing both ways and removel of fram work for foundation, footing,strap beam, raft, bases of columns etc2x15x1.40 = 42 sqm 13 Finishing with neat cement (punning)Head wall 2x10x1.80=36Head wall ext 2x4x3=24Side wall2x1.35x3.60=9.72Side wall 2x4X(3.60+1.20)/2=19.20Toe wall 2x10x0.45=9.00Toe wall ext 2X4x0.45=3.60Core wall2X10X0.60=12.00Total= 113.52 14 Earth work for bund/embankment in dry or moist soil with the help of tractor attached with scraper including laying in layers of 15 cm breaking of clods, sorting of grasses, pebbles etc. and dressing in required profile when compacted manually within initial lead of 30 m and lift of 1.50m rate of tractor (35-40hp) with POL & scraper (Excluding charges of watering &compaction) in hard soil 15 construction of check dams by loose stone including digging and breaking of stone (rates are for volume including voids) lead upto 200 m

INR 500 /-

INR 41980.0 /-

INR 20.99 Lakhs /-