Municipal Corporation Tender

Laying of CC Road, Construction of CC Drain and RCC Slab Culverts;PCC 1:2:4 using 20mm and 10mm walls including cost of all materials like cement, coarse aggregate, fine aggregate and water etc., to site and labour charges for machine mixing laying concrete in position, vibrating and curing etc., including all incidental charges and operatinoal charges etc., complete for Vent

Laying of CC Road, Construction of CC Drain and RCC Slab Culverts;PCC 1:2:4 using 20mm and 10mm walls including cost of all materials like cement, coarse aggregate, fine aggregate and water etc., to site and labour charges for machine mixing laying concrete in position, vibrating and curing etc., including all incidental charges and operatinoal charges etc., complete for Walls

Laying of CC Road, Construction of CC Drain and RCC Slab Culverts;Plain Cement concrete (1:5:10) prop (Cement; fine aggregate; coarse aggregate) using 40 mm size hard granite machine crushed metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site seignorage charges on all materials, labour charges, for mixing, laying, concrete ramming in 15cm layers, finishing top surface to the required level curing etc., complete for finished item of work

Laying of CC Road, Construction of CC Drain and RCC Slab Culverts;Filling with Stone dust, 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, Construction of CC Drain and RCC Slab Culverts;Carting of the Exavated earth upto a lead upto 5 km beyond the initial lead of 1 Km from site including loadingand unloading as per the engineer in charge.

Laying of CC Road, Construction of CC Drain and RCC Slab Culverts;Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH

Laying of CC Road, Construction of CC Drain and RCC Slab Culverts;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.

Laying of CC Road, Construction of CC Drain and RCC Slab Culverts;Filling with Sand 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, Construction of CC Drain and RCC Slab Culverts;Supply of high performance expansion joint fillet board conforming to IS 1838 25mm thick Supply of high performance expansion joint filler board conforming to IS: 1838 - 25 mm THICK- for roads

Laying of CC Road, Construction of CC Drain and RCC Slab Culverts;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.

Laying of CC Road, Construction of CC Drain and RCC Slab Culverts;Supplying and placing seperation membranes of impermeable plastic sheeting(ply sheet) 125 microns thick under payments slab including cost and conveyance etc complete.

Laying of CC Road, Construction of CC Drain and RCC Slab Culverts;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, Construction of CC Drain and RCC Slab Culverts;Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH- for roads