Road construction by hotmix and plantation with tree-guards in Ward No. 35 Industrial Area, Lalloo Road from Sharda International to Prashant Babu factory.

Excavation in foundation in ordinary soil or silt (loam, clay or sand) including lift upto 1.50m and lead up to 30m and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the side of foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the

Earth work in filling in ordinary soil excavation to be in the form regular pits note excluding 0.5M in depth and earth work embankment to be in 20 Cm layers including ramming and dressing the surface to required slows and also including 1.5M, lift and 30 M lead in all complete. site up to 10 km distance.(As per Analysis of Rate)

Providing and laying cement concrete in 1:4:8 Providing and laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and curing complete. including cost of form work in Foundation and floors. (PWD SOR 2025-26 Chapter No-05 Item No. 3 Spec. No.4.1).

RCC work Providing and laying in position specified grade of reinforced cement concrete in Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (PWD SOR 2025-26, Chepter-5, Item No.9 Spec. no. 5.1).

R.C.C work in Wall (any thickness) including attached plasters, buttresses, plinth and string courses, fillers, columns, pillars, abutments, post and struts etc. including the cost of centering, shuttering, finishing and excluding reinforcement All work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) upto plinth level (PWD SOR 2025-26, Chepter-5, Item No.9 Spec. no. 5.2)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per technical specification clause-405 (As per analysis WBM Grading - 2).

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause-405 (As per analysis WBM Grading - 3).

Wet Mix Macadam (Plant Mix Method) "WMM" - 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 with uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with SS1 Grade Bitumen emulsion on .................... Primer at the rate of 0.70 kg/sqm using mechanical means. (As per Analysis).

Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bitumen binder @ 4.50 percent by weight of total 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 vibrater and tendom rollers to achieve the desired compaction as per MoRTH specification clause No 505 complete in all respects. (As per Analysis)