Panchayat Raj Engineering Department Tender

Construction of Spring Source tank with earth work Excavation and CC (1:4:8) prop using 40 mm HBG metal , using Random Rubble stone , CC (1:2: 4) using 20 mm guage HG metal ,Dry stone masonry ,cement concerte (1;1:5; 3) prop using 20mm guage HG metal Plastering CM(1:5) 20 mm thick ,supply and placing of the HYSD BARS fabrication including all materials and all labour charges etc. completed but excluding GST and CED

Construction of 5 KL SUMP Earth work in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring ans bracing removal of stumpes and other deleterious material and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trences with exavated suitabel material as er techinica Specification, filling the foundation with sand including cost , conveyance, watering and ramming etc coimplete CC(1:4:8) using 40 m HBG metal including cost and M 30 concrete using for bottom faft slab including cost and conveyance of all the materials, but excluding the cost of the steel for bottom raft, top slab with 0.15 m thckeness , accoproof pastering with CM(1:3), 12mm thick including cost and cement palstering with CM(1:3) ,12mm thick, Emulsion paintin including, supply and placing of the HYSD bars, fabrication cost supply& fixing of 63mm nominal bore GI pepe medium grade properties & weights as per IS 1239 with GI fittings such as elbows, cost supply & fixing of DI gate valves 80mm sluice valve for inlet, cos, supply& fixing of GN Gate valves 50mm fof cleaning with 32mm GI pipe of 400mm wide including all cahrges etc.

Construction of PUMP HOUSE Earth work exavation and depositing on bank with an initial lead of 10m and 2m lift in loamy clavey soils including all labour and contractor profit @13.615%,CC (1:4:8) Using 40mm HBG metal including cost and conveyance of the all materials, Vabrated cement, M 30 Concrete using for bottom raft slab including cost and conveyance of all the materials but excluding the cost of the steel etc. completed side walls, Cement concrete (1:2:4) prop using 20mm gauge HG metal including cost and conveyance M20 garade of all materieals and labour charges, seing, charges etc. For cover slab -75, Accoproof plastering with CM (1:3), 12mm thick including cost, and supply and placing of the HYDS bars, fabrication including cost and conveyabce of all the materials