Municipal Administration Department Tender

CC Road;Plain Cement concrete - Nominal Mix (1:2:4) Prop. using 20mm HBG metal in substructure complete as per drawings including cost and conveyance of all materials and labour charges (APSS No.420) with minimum cement content as per IS code from standards supplier approved by the deparmtnent including, centering shuttering layng concrete vibrting curing etc.,complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204 MORD and 1500, 1700 & 2200 MORTH.

CC Road;Plain Cement concrete (1:4:8) using 40 mm metal with with concrete mixture including cost and convence of all the material and labor charges APSS No.420) with minimum cement content as per IS code from standards supplier approved by the deparmtnent including, centering shuttering layng concrete vibrting curing etc.,complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204 MORD and 1500, 1700 & 2200 MORTH.

CC Road;Supply and filling of stone dust in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH incudinding labour charges cost and conveyance of all the materials etc., complete for finished item of work.

CC Road;Earthwork in excavation for Drains 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

CC Road;Providing of Gravel l, spreading gravel in uniform layers with consolidating each deposited layer by watering and ramming including cost and conveyance of gravel and water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work.

CC Road;Construction of un-reinforced, un-reinforced, dowel jointed at expansion and construction joint only VCC M30 using, plain cement concrete pavement (Cement, fine aggregate, coarse aggregate) corresponding to table 9 of IS 456 using 20 mm to 10 mm),150mm thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than Concrete mixer 0.28 / 0.4 cum capacity cum capacity and using approved mix design, laid in approved fixed side formwork (steel channel, laying including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

CC Road;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 80-100 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.

CC Road;Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD cost and conveyance of finished item of all charges etc.,

CC Road;Earthwork in excavation for Roads & Drains 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

CC Road;Demolishing and disposal of unserviceable materials within 100 metres lead