1 DEEPNAGAR Maruti state mein Makan number 44 1040 se Makan number 44 1071 se hote hue Makan number 44 321 Makan number 44 1018 Makan number 111 Tak Makan number 64 Tak Makan number 104 se Makan number 44 808 hote hue Makan number 44 322 TAK INTER

Earth work in excavation of foundation in ordinary soil inclduding lift upto 1.5 m lead upto 30 m and dressing of sides & faming of bottom & disposal of surplus excavated earth as directed by the engineer in charge within a distance of 30 m as per SI No.(1) 12.01 (i)

Earth work in filling by cartage of earth including all charges for proper completion of the work. distance. 10 Km

P/L of Cement concrete (CC Grade M7.5) in 1:4:8 (1Cement : 4 course sand : 8 graded stone aggregate 40 mm nominal size) and curing complete.Including cost of form work in Foundation and floors. as per Ch-5 SI No. (2) 4.1.8

Brick masonary work in 1:4 cement and coarse sand mortar in foundation complete excluding pointing and plastering as per drawing and Technical specification Clauses 1300 as per SI No. (5) 12.06 , 1300 C

P/L of cement concrete (CC Grade M20) in 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20 mm nominal size) open foundation complete as per drawing and Technical specifications 1500, 1700, & 2100 as per SI No.(7) 12.08 B CASE-I

Plastering work with cement mortar in (1:3) cement and coarse , 12 mm thick on brick work in substructure complete as per drawing and Technical specifications Clauses 1300 & 2200 as per SI No.(20) 13.03

Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53mmto 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, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification Clause 405.

Supply and Laying of Pre cast Concrete Blocks ( interlocking tiles ) for paving of thickness 80mm,(Compressive strength not less then 30Mpa as specified in IS 15658) including 25mm local snad base leveling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS15658-2006

RCC Work ( M-30) in 1:1.5:3 with cement, course sand, & 20 mm stone aggregate in sub structure complete as per drawing and Technical specification Clause 1500, 1700, & 2100 SI No.(15) 13.05 G