Municipality Tender

Laying of Storm Water Drain and cc road;Construction of sewer Circular conical manhole as per type design using flyash Bricks of size 290X225X140 mm having minimum strength 75 Kgs 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 channels, inside pastering with 20mm thick using Sulphete resisting cement 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 wherever necessary including finishing the gap with CM (1:3) prop. on both the sides including excvating pits upto required 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 & conveyance of all material, labour and all otehr incidental and operational charges etc., complete. 0.90m dia x 0.9 m depth

Laying of Storm Water Drain and cc road;Additional 0.1m depth(0.9MX0.9M)

Laying of Storm Water Drain and cc road;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 Storm Water Drain and cc road;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 Storm Water Drain and cc road;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 Storm Water Drain and cc road;Vaccum drying of freshly laid concrete floor using 100 % air tight suction mat of suuitable size and length , vaccum pump to maintain vaccum pressure 0.7 to 0.8 atmospheres as per the standard procedure, floating with power floater, mechanical travelling, finishing with sound edgesand corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer - in- charge of the work (As per EE, Sarro Nagar, Circle-5, GHMC T.S. No.104/2018-19, Dt: 27.07.2018)

Laying of Storm Water Drain and cc road;Providing saw cut joints for freshly concreate pavement of 2.3 mm wide including materials and labour chargess complete for finished item of work