Tender For Water Harvesting Structue Ii Udainath Closer Range Sariska - Survey And Dagbailing Work 56X10m 2 Site Clearance Including Uprooting Of Vegetation Brush Wood, Tree & Sapling Of Girth Upto 15 Cm And Removal Of Rubbish Etc. Complete 56X10m 3 E, Alwar-Rajasthan

Tender for Water Harvesting Structue Ii Udainath Closer Range Sariska - Survey and dagbailing work 56x10m 2 Site clearance including uprooting of vegetation brush wood, tree & sapling of girth upto 15 cm and removal of rubbish etc. complete 56x10m 3 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=15Appron u/s 1x10.00x2.00x.30=6.00Total=78.375 4 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=12.5Appron u/s 1x10.00x2.00x.25=5.00Total=33.455 5 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 6 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 2x10x0.45x1.00=9.00Total= 80.08 7 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 mix Head 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 2x10.45x0.05=0.450Appron u/s 1x10x5.00x0.10=5.00Appron u/s 1x10x2.00x0.10=2.00Total=9.00 8 Plaster on new surface on walls in CM 1:4 including racking of joints etc complete fine finish 25mm thick 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 wall 2x2X10X1=40.00Total= 141.52 9 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 10 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 wall 2x2X10X1=40.00Total= 141.52 11 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, 45x(16+8)/2x3.00=1620.00 CUM

INR 500 /-

INR 15260.0 /-

INR 7.63 Lakhs /-