Dlt Works Kraska Jungle 100 Hect Range Sariska - Layout For Excavation Of Trenches Digging Of Contour Trenches (Size 45X45) With Cross Section Separating Stones From Dug Up Soil, Making Mounds Of The Soil.By Machinical Means In Compact Clayey Soil 10, Alwar-Rajasthan

Dlt Works Kraska Jungle 100 Hect Range Sariska - layout for excavation of trenches Digging of contour trenches (size 45x45) with cross section separating stones from dug up soil, making mounds of the soil.by machinical means In compact clayey soil 10000rmt 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 Survey and dagbailing work 100x10m Site clearance including uprooting of vegetation brush wood, tree & sapling of girth upto 15 cm and removal of rubbish etc. complete 100x10m 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=30.90 Head wall ext 2x4x1.15x1.20-11.04 Side wall 2x5.00x0.75x1.20-9.00 Toe wall 1x10.30x0.75x0.60-4.635 Toe wall ext 2x2.00x0.75x0.60-1.80 AppronL/S 1x10.00x5.00x.30-15 Total 72.375 Providing and laying in poc including curring compaction etc complete in specific grade excluding the cost of centring and suttaring all work up to plinth level (15:10) cm in 40mm nominal size Head wall 1x10.30x2.50x0.307.720 Head wall ext 2x4x1 15x0.30-2.76 Side wall 2x500x0.75×0.30-2.25 Toe wall 1x10.30x0.75x0.30-2.32 Toe wall ext 2x2.00x0.75x0.30-0.00 AppronL/S 1x10.00x500x25-12.5 Total-28.455 R/R stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30cm thick wall in Head wall 1x10.30x2.50x0.00-23.175 Head wall ext 2x4.00x1.15x0.00-8.25 Side wall 2x5.00x0.75x0.90-6.75 Toe wall1x10.30x0.75x0.30-2.3175 Toe wall ext 2x2x0.75x0.30-0.90 Total 41-4225 R/R stone masonry for with hard stone in superstructure above plinth level and upto five level above 30cm thick walls in cement mortar 16 Head wall 1x10x(2:25+0.90)/2x1.80-25.36 Head wall ext 2x4 0x0.90x3.00-21.60 Side wall 2x1.35x0.60x3.60-5832 Side wal 2x4x0.60(360+120)/2=11.52 Toe wall 1x10x0.60x045-2.70 Toe wall ext 2x2x0.60x0 45-1.00 Core wall 2x5x0 45x0.50-2.70 Total 73.782 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 Head wall mix 1x10x0.90×0.05-0.45 Head wall ext 2x4x0.90x0.05-0.36 Side wall 2x5.35x0.600.05-0.321 Toe wall 1x10x0.60х0.05-0.30 Toe wall ext 2x2x0.00x0.05-0.12 Core wall 38x0.45x0.05-0.855 Appron uls 1x10x500x0.10-5.00 Total 7.405 Plaster on new surface on walls in CM 1:4 including racking of joints etc complete fine finish 25mm thick Head wall 2x10x1.00-36 Head wall ext 2x4x3-24 Side wall 2x1.35x3.60-9.72 Side wal 2x4X(3.60+1.20)/2=19.20 Toe wall 2x10x0.45-9.00 Toe wall ext 2X4x0.45-3.60 Core wall 2X10X0.50-12.00 Total 113.52 centering and shuttering with plywood or steel seets encluding strutting, propping bricing bath ways and removel of fram work for foundation, footing strap beam, raft, bases of columns etc 2x15x1 4042 sqm Finishing with naat cement (punning) Head wall 2x10x1.80-36 Head wall ext 2x4x3x24 Side wall 2x1.35x3.00-9.72 Side wall 2x4X(3.60+1.20)/2=19.20 Toe wall 2x10x0.45-9.00 Toe wall ext 2x4x0.45-3.00 Core wall ZX10X0.00-12.00 Total 113.52 Earth work for bundlembankment in dry or moist soil with the help of tractor attached with scraper including laying in layers of 15 cm breaking of clads, sorting of grasses, pebbles etc and dressing in required profile when compacted manually within initial lead of 30 m and ift of 1.50m rate of tractor (35-40hp) with POL & scraper (Excluding charges of watering &compaction) in hard soil construction of check dams by loose stone including digging and breaking of stone (rates are for volume including voids) lead upto 200 m Misc and unforeseen expenses

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INR 20.99 Lakhs /-