Tender For Water Harvesting Structue Iii Udainath Closer Nala Range Sariska - Survey And Dagbailing Work 60X15m 2 Site Clearance Including Uprooting Of Vegetation Brush Wood, Tree & Sapling Of Girth Upto 15 Cm And Removal Of Rubbish Etc. Complete 60X15m, Alwar-Rajasthan

Water Harvesting Structue Iii Udainath Closer Nala Range Sariska - Survey and dagbailing work 60x15m 2 Site clearance including uprooting of vegetation brush wood, tree & sapling of girth upto 15 cm and removal of rubbish etc. complete 60x15m 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 1x15.00x2.50x1.20=45.00Head wall ext 2x4x1.15x1.20=11.04Side wall 2x5.00x0.75x1.20=9.00Toe wall 1x15.00x0.75x0.60=6.75Toe wall ext 2x2.00x0.75x0.60=1.80Appron 1x15.00x5.00x.30=22.50Appron 1x10.00x2.00x.25= 5.00Total=101.09 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 1x15.00x2.50x0.30=11.25Head wall ext 2x4x1.15x0.30=2.76Side wall 2x5.00x0.75x0.30=2.25Toe wall 1x15.00x0.75x0.30=3.37Toe wall 2x2.00x0.75x0.60=1.80Appron 1x15.00x5.00x.25=18.75Appron 1x10.00x2.00x.25=5.00Total= 45.18 5 R/R stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30cm thick wall in Head wall 1x15.00x2.50x0.90=33.75Head wall ext 2x4.00x1.15x0.90=8.25Side wall 2x5.00x0.75x0.90=6.75Toe wall1x15.00x0.75x0.30=3.37Toe wall ext 2x2.00x0.75x0.60=1.80Total= 53.92 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 1x15x(2.25+0.90)/2x1.80=42.52Head 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 1x15x0.60x0.45=4.05Toe wall ext 2x2x0.60x0.45=1.08Core wall 1x15x0.45x0.75=5.06Core wall 1x8x0.45x0.75=2.70Total= 94.362 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 1x15x0.90x0.05=0.675Head wall ext 2x4x0.90x0.05=0.36Side wall 2x5.35x0.60x0.05=0.321Toe wall 1x15x0.60x0.05=0.45Core wall 23x0.45x0.05=0.5175Appron u/s 1x15x5.00x0.10=7.50Appron u/s 1x10x5.00x0.10=5.00Total=14.943 8 Plaster on new surface on walls in CM 1:4 including racking of joints etc complete fine finish 25mm thick Head wall 2x15x1.80=54Head wall ext 2x4x3=24Side wall2x1.35x3.60=9.72Side wall 2x4X(3.60+1.20)/2=19.20Toe wall 2x15x0.45=13.5Toe wall 2x2x0.45=1.80Core wall2X23X0.75=34.5Total= 156.72 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 2x15x1.80=54Head wall ext 2x4x3=24Side wall2x1.35x3.60=9.72Side wall 2x4X(3.60+1.20)/2=19.20Toe wall 2x15x0.45=13.50Toe wall 2x2x0.45=1.80Core wall2X23X0.75=34.5Total= 156.72 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, 50x(20+10)/2x3.00=1482.58 CUM

INR 500 /-

INR 9.86 Lakhs /-