Road improvement work using hot-mix and drain construction in the Lohamandi Zone (Room No. 75), Sector-14 covering the stretch from House No. 910 to 739, House No. 728 and House No. 747 to House No. 744, and House No. 740 to House No. 743.

Excavation in foundation in ordinary Soil (Loam, Cley or sand) including, lift up to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge up to a distance of 30 M form the foundation trenches. Including royalty. (SI No. 251)

Earth work cutting in or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the engineer-in-charge including royalty 9.00 cum. {Chapter No. 4, S.I. No. 253(a)}

Cartage of ballast, Kankar, Coat, Grit or sand etc. including loading and unloading but excluding stacking on pucca roads.up to 8 Km distance

Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all material, labor T&P etc. required for proper completion of work. (S.No. 6.1.1)

12mm thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not excluding 80mm in girth and finished even and smooth. No extra for mixing any additive. (c) 1 cement : 4 Coarse sand. (Chapter No. 13 S.I. No.-582(ii))

Providing and laying cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, including cost of form work in foundation and floors. (DSR SN-4.1.3)

P/L GSB with graded stone ballast with stone grit size stone ballast with hand ramming watering including all material labor T&P etc.all complete (NS)

Providing & Applying priming coat with bitumen emulsion on on prepared surface of granular base including cleaning of road surface and spreading primer at the rate of 0-70 Kg./Sqm. Using machanical means. Before Applying prime coat. The surface will be cleaned with Machanical broom and water will also be sprinkled with water tanker to keep the surface Moist. The Prime Coat will be applied 24 Hrsbefore the application of bituminous course including all taxes, Material, Labour, T&P etc. required for proper copletion of the work.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous bider @ 3.50 percent by weight of total mix and filler, transporting the hot mix to work site laying with 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 MORT&H specification clause 507 complete in all respects.

Providing and applying tack coat with bitumen emulsion using pressure distributor at the of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.