Work of construction of main road of village Chilavati from NH-91 Kanhoi Marg

Brick edging on both side of road of first class bricks 8 cm wide & 12 cm deep lead with mud mortar including all labour and supply of bricks finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge.SI No 765 SOR 2022

Construction of Granular Sub Base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to acheive the desired density, complete As per MORTH Specification 401/SI No 4.1

Providing and Applying tack coat with bitumen VG-10 using emulsion bitumen distributor @ 0.35 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per morth specification no 503.

Proving and laying Dense qraded bituminous Concrete ( DBM) 75mm Thick With VG - 30,100-120 TPH Batch Type Hot Mix Plant Bituminous binder 4 to 4.5% By Weight of Total mix as per Morth

Providing and Applying tack coat with bitumen VG-10 using emulsion bitumen distributor @ 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per morth specification no 503.

Providing and laying bituminous concrete (BC) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50M In depth 8 earth Work in embankment to be in 20 cm. Layers including remming & dressing the surface to required Levels & slops & also i/c1.50M lift & 30M.lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30M distance as directed by the Engineer in charge. S I No253.

Laying of 80mm I-shaped precast Interlocking tiles of thickness 60 to 100 mm.(Compressive strength not less than 30Mpa and weight 4.50 kg ) including 25 mm thick local sand base levelling and dressing of surface to required level and slope filling joint with local sand all complete work.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 grader in sub-base/ base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH Specification 406/SI No 4.14

Providing & Laying in position of specified grade of reinforced cement concrete with 1:1.5:3 Cement , Coarse Sand and stone gritt 20mm nominal size including the cost of centering shuttering finishing and excluding reinforcement .

Mild steel or iron work in plain work such as reinforced concrete brought to required shape as neccesarry including bending for proper completion of the work and including the supply of steel and its waistage bend hook and authorized over lapping shall be measured upto floor to level.

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