Ward No.-01 Mohalla Abhishek Nagar (Near Purvi Pump Nahar) mein Nahar Road se Abhilash Shahi ke Makan Hote Hue Dheeraj Pathak ke Makan Tak CC Road Ka Nirman

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disp osal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge..DSR-2023-15.3

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (excluding 30cm in depth, 1.50m in width as well as 10 sqm on plan), including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Enginer-in-charge.

Providing and laying in position cement concrete of specified grade ex- cluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size derived from natural sources):DSR-2023-4.1.8

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR -13.4.1

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 aggregate 20 mm nominal size derived from natural sources).

Centering and shuttering including strutting, propping etc. and removalof form for all heights : Foundations, footings, bases of column, etc for mass concrete.

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 8000 m as per Technical Specification Clause 301.5 Sr. No.3.4 MORD 301.5

Granular Sub Base with well Graded Material(Table 400.1)(A) By Mix in Place Method. Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical spec.clause 401.