Municipality Tender

Laying of under ground drainage and CC Road at Narsaiah Colony Near Park in Ward No.13 of Dammaiguda;RBR-CCPV-6: Construction of un-reinforced, dowel jointed, plain cement concrete pavement of M 30 Grade over a prepared sub base with 43 grade cement @ 350 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and Technical Specification 602 MORTH.

Laying of under ground drainage and CC Road at Narsaiah Colony Near Park in Ward No.13 of Dammaiguda;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.

Laying of under ground drainage and CC Road at Narsaiah Colony Near Park in Ward No.13 of Dammaiguda;Earthwork excavation for road way in soil by Mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with) requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- (Hydraulic Excavator)

Laying of under ground drainage and CC Road at Narsaiah Colony Near Park in Ward No.13 of Dammaiguda;Rate for every 0.1m extra depth over 0.9 m

Laying of under ground drainage and CC Road at Narsaiah Colony Near Park in Ward No.13 of Dammaiguda;Construction of sewer circular manhole as per type design using flyash bricks of size 290x225x140mm cms having minimum crushing strength 75kgs per sqm as per IS:12894-1990 Class 7.5 in CM (1:3) 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., 0.9 m dia Manhole, 0.9 m depth

Laying of under ground drainage and CC Road at Narsaiah Colony Near Park in Ward No.13 of Dammaiguda;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 SP 1

Laying of under ground drainage and CC Road at Narsaiah Colony Near Park in Ward No.13 of Dammaiguda;Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means.