Panchayat Raj Engineering Department Tender

Construction of 10 KL GLSR 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 50mm sluice valve for inlet, cos, supply& fixing of GN Gate valves 50mm fof cleaning with 50mm GI pipe of 400mm wide including all cahrges etc.

Construction of pipeline for water supply with HDPE( PE 100 grade)as per IS: 4984-1995 with its ammendments and revisions thereon including cost and supply of pipes, lowering, laying and jointing of Pipe lines true to alignment and gradient, trench excavation manually for pipe lines in all types of soils and refilling trenches with excavated earth except rock requiring blasting (other than rocky soils and boulders) with watering, tamping and removing surplus earth from site of work, filling pipeline with water and testing to hydraulic field test pressure including all labour charges laying and jointing as per the directions of the departmental officers and as per the technical specifications of 17 (Part-B of Vol-I) but excluding GST and CED for finished item of pipeline' 63 mm dia HDPE 6 Kg/sqcm ((manually) trench size 0.5x0.75m for Disributation Main

Construction of Functional House Hold Tap Connections (FHTC) with PP Clamp Saddle ,Non return cum Flow control valve of 15 mm dia designed for 5 LPM discharge @0.5 bar pressure loss,Compression male/female threaded,cost and supply of 20 mm dia HDPE 16.0 Kg/cm2 (for a length of 3.0 Mts)with laying,jointing,trench excavation up to 0.5 Mts depth including testing,refilling,cost & supply of 15 mm dia GI pipe Medium grade ( for a length of 1.40 Mts) with necessary fittings,supply&fixing of 12.7 mm brass bib cock(long body) indian make heavy duty for finished item of work including cost,conveyance of all materials,labour charges etc with relevent IS codes,by using with food grade material suitable for usage in drinking water system to the extent of departmental satisfaction including Over heads and Contractor Profit@13.615% but excluding GST and Seignorage charges.

Construction of FHTCs Pedastal with CC(1:2:4) proper Mix Using mm HBG metal including C/C of all materials and labour charges etc.completed

Construction of Name board mentioning all purticularss of the work with sub works Earth work in exacavation for foundation with CC(1:4:8),super structure with brick masonary in CM(1:6),plastering withCM(1:5) mix of 12 mm thick painting and lettering with acrylic emulsion including cost and conveyance of all materials and labour charges but excluding all taxes and seigniorages charges but including overheads and contractor profit 13.615%