Municipal Corporation Tender

Laying of CC road;PCC 1:2:4 using 20 mm and 10mm Walls metal with Concrete mixture. All work including cost and conveyance of all labour and materials charges etc., complete.

Laying of CC road;Plain Cement concrete (1:5:10) using 40 mm metal with Concrete mixture. All work upto plinth level including cost and conveyance of all labour and materials charges etc., complete.

Laying of CC road;Supply and filling with sand from approved quarry including cost and conveyance, watering, tamping including all labour charges ( With local sand)

Laying of CC road;Earthwork in excavation for 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 including all charges etc., complete.

Laying of CC road;Supply of 25.4 mm thick masticpad, placing the same 25mm below top of the pavement slab sealing with hot sealing compound(Grade -A, ISI ) polysulphide at 5.00mts intervals in C.C Pavement including cost and conveyance of materials, labour charges for placing in position for expansion joints conforming to MPRTH Specificatio No.602

Laying of CC road;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;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;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;Earth work excavation in Ordinary Soil by Manual Means-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item

Laying of CC road;Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately.