Construction of Pawar Tiles at Nai Basti Mahalgaon Ward No.29 Zone No.14.File No.158/26X3/6.

3.3 Roadwork in Soil Excavation for roadwork in soil with hydraulic excavator 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 up to 1000 m as per Section-300 of the specifications.

4.4 Wet Mix Macadam Base (WMM) by Plant mix method Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam confirming to provisions of Section 406 of specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base/base course on well-prepared surface and compacting with vibratory roller to achieve the desired density. Cum 1365.00

17.4 Coloured Chamfered Edge Cement Concrete Precast Paver Blocks: Providing and laying factory made Coloured Chamfered Edge Cement Concrete Paver Blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges with M 15 Cement Concrete in in footpath, light traffic parking etc. complete as per direction of Engineer-in-Charge. 17.4.2 80mm thick C.C. paver block of M-35 grade with approved colour, design and pattern. sqm 793.00

8.3 Precast Kerb Providing and laying at or near ground level Pre-cast kerb stone of M-25 grade in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) thickness of joints except at sharp curve shall not to more than 5 mm) including making drainage opening wherever required complete as per direction of Engineer-in-Charge. Cum 6085.00

Providing and Laying Cement Concrete Grade M-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm).