Municipal Administration Department Tender

Road and Drain;RBR- SBBS-11B Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

Road and Drain;Earth work Excavation for road way in Soil using Mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 m including trimming bottom and side slopes in accorgings with requirement of lines grads and cross section etc., complete for finished item of work for trench cutting as per Morth Specification No. 301 and as directed by the engineer in charge

Road and Drain;Carting of surplus excavated rock / earth from the site to a distance of 5.00 Kms suitable including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.

Road and Drain;Rate for every 0.1m extra depth over 0.9 m

Road and Drain;Construction of sewer circular manhole as per type design using flyash bricks of size 290x225x140 cms having minimum crushing strength 75kgs per sqm as per IS:12894-1990 Class 7.5 in CM (1:6) Prop; including CC (1:4:8) bed for foundation and M15 (1:2.5:5) prop using 20mm HG metal for benching and channels, inside plastering with 20mm thick using sulphate resisting cement in Cm 1:3 Prop and out side plastering with 20mm thick using OPC in CM 1:3 prop the foundation concrete in CC (1:4:8) prop using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block masonary where ever necessary including finishing the gap with CM 1:3 prop on both sides including excavating pits up to require depth in all types of soils and supply and fixing 560mm dia manhole frame and cover (HD 20) and PVC encapsulated stapes including cost and conveyance of all materials, labour and all other incidental and operational charges etc., of work. 0.9 m dia Manhole, 0.9 m depth

Road and Drain;PHE-LJSW-13: Supply, Lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and Spun yarn including cost and conveyance of pipe. (Reference to specifications BIS No. 6530/72) 300 mm dia SWG sp-1 pipe

Road and Drain;Earthwork in excavation for Pipe Line trench Cutting as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH (Mechanical Means).