Providing temporary GSB road along the railway track from Rajdhar Railway Siding to in motion weigh bridge at Bijain crossing under Ashok OCP.

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil

Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with :Cement mortar 1:6 (1 cement: 6 coarse sand)

Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand):Flush / Ruled Pointing

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion ( i) Single socketed pipes 75 mm diameter.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each eposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

Providing and laying non pressure NP- 3 class (medium duty) RCC pipes including collars / spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) complete 600 mm dia RCC pipes.

carriage of material by mechanical transporting including loading, unloading and stacking earth upto 1 KM lead.

Granualr sub base with coarse graded material ( Table 400 of granular sub base by providing coarse graded material, spreading in uniform layers with motor grader prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grading -1 material.

Providing laying spreading and compacting stone aggregates of sepcific sizes to water bound macadum specification including spreading in uniform thickness, hand packing rolling with 3 wheeled steel / vibratory roller 8-10 tonnes in stages to proper grade and camber applying and brooming requisite type of screening / binding materials, watering and compacting to the required density as per morth specification 404 & as per direction E/I. (i) Grade II (a ) Using

Total impact of GST for the purpose of CTC

M/S DANISH CONSTRUCTION

M/S MD. SADAM ANSARI