Municipal Corporation Tender

Laying of cc road in Div.No.40;Filling with Stone dust up to 2.36mm/quarry rubbish in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Laying of cc road in Div.No.40;PCC Grade M 15 (MORD) Nominal mix (1:2:5:5) (Mechanical Mixer) 40,20,10 (VENT)

Laying of cc road in Div.No.40;PCC Grade M 15 (MORD) Nominal mix (1:2:5:5) (Mechanical Mixer) 40,20,10 (Culverts)

Laying of cc road in Div.No.40;R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 mm & 10 mm Graded Metal (MORD)

Laying of cc road in Div.No.40;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

Laying of cc road in Div.No.40;Carting of the Exavated earth upto a lead upto 4-5 km beyond the initial lead of 1 Km from site including loadingand unloading as per the engineer in charge.

Laying of cc road in Div.No.40;Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Laying of cc road in Div.No.40;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 cc road in Div.No.40;RBR-CCPV-5- Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 53 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 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates 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 curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.-for roads

Laying of cc road in Div.No.40;Supplying and placing seperation membranes of impermeable plastic sheeting 125 microns thick under payments slab including cost and conveyance etc complete.

Laying of cc road in Div.No.40;Supply of high performance expansion joint filler board conforming to IS 1838 25mm thick Supply of high performance expansion joint filler board conforming to IS: 1838 - 25 mm THICK