Municipal Administration Department Tender

Laying of Piped Drain;RBR-CCPV-6: Construction of un-reinforced, dowel jointed, plain cement concrete pavement of M 30 Grade (RMC 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 Piped 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.

Laying of Piped Drain;RBR-EECD-8(c) : 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 Piped Drain;Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames anywhere in A.P., F.O.R. destination including, loading, un-loading & stacking at site ,central excise duty but excluding VAT and other taxes as applicable.H.D 20 with 560mm dia clear opening

Laying of Piped Drain;0.90m dia, extra lift of every 0.1m - up to 1.60m depth

Laying of Piped Drain;Construction of sewer circular conical manhole as per type design using flyash Bricks of size 225X100X60mm Havingminimum crushing strength 75Kgs per Sqm as per Sqm as per IS:12894-1990 CLASS-7.5 in CM(1:3) Prop including CC (1:4:8) bed for foundation and of M15 (1:2.5:5) Prop using 20mm HG Metal for benching and chanels,inside palstering with 20mm thick using Sulphate resisit cement in CM(1:3) Prop and outside 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 for supporting incomming pipes with concrete block/ Masonary Whereever necessary including finishing the gap with CM(1:3) Prop on both sidses exavating pits upto requried depth in all types of soils and supply and fixing of 560mm dia Manhole frame and cover ( HD-20) and PVC encapsulated steps including cost and convyance of all materilas lobour charges and all other incidental and operational charges etc complete. 0.90m dia x 0.90m depth

Laying of Piped Drain;0.45 mt Depth

Laying of Piped Drain;Repirs of sewer circular conical manhole as per type design using flyash Bricks of size 225 x 10 x 6 cms having minimum Crushing strength 75 Kgs Per Sqm as per IS:12894-1990 - CLASS - 7.5 using Sulphete resisting cement in CM (1:3) prop; of M15 (1:2.5:5) prop. using 20mm HG metal for benching and channels, inside plastering with 20mm thick using Sulphete resisting cement in CM (1:3) prop; and outside plastering with 20mm thick using OPC in CM (1:3) prop;fixing of 560mm dia manhole frame and cover (HD-20) and and all other incidental and operational charges etc., complete.(0.9 mtx0.9mt) 0.30mt Depth

Laying of Piped 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) 200 mm dia

Laying of Piped Drain;Earthwork in excavation for pipeline trenches 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 (RBR-FNDN-1 -Manual means)

Laying of Piped Drain;Cutting openCC road surface (as well as asphalt concrete upto 75 mm thick ) including water bound macadam and stacking of excavated materials for pipe line trench work. as directed by the departmental officers.