Gram Barsiya Mai Jaikishan Yadav Say Mahesh Sharma Kay Makan Tak Interlocking Tiles Nirman Karya.

Excavation in foundation in ordinary soil loam, clay or sand including lift upto 1.50 m. & lead upto 30m including filling watering & ramming of excavated earth into the trenches or in to th plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. ( S.I No-251)

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Three wheel 80-100 KN Static Roller in stages to proper grade and camber, applying and brooming,stone Type B 11.2 mm for grading 3 screening requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404.

M-150 Class B/W in 1:4 cement, coarse sand of 2.20 F.M motar in foundation and plinth including supply of all materials, labour , T & P etc. required for proper completion of the work. As per P.W.D. S.I. No. 305 (a)

Supply of 80 mm thick precast cement concrete I shape / Zigzag interlocking paver blocks confirming to IS Code: 15658-2006 with top layer of minimum 8mm thickness having plan dimension 200mm x(160mm+120mm) with minimum 5mm thick topping of O.P. cement, smooth high gloss finish, skid resistant, manufatured from rubber molds vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30 Mpa (M- 30) and weight 5.00 Kg per No. directed by the Engineer-in-incharge. S.I.No. New Item (i) Grey colour

Supply of 80 mm thick precast cement concrete I shape / Zigzag interlocking paver blocks confirming to IS Code: 15658-2006 with top layer of minimum 8mm thickness having plan dimension 200mm x(160mm+120mm) with minimum 5mm thick topping of O.P. cement, smooth high gloss finish, skid resistant, manufatured from rubber molds vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30 Mpa (M- 30) and weight 5.00 Kg per No. directed by the Engineer-in-incharge. S.I.No. New Item (i) colour

12 mm thick plaster in 1:4 cement and coarse sand mortar on brick work minimum thickness not to be less than 1 cm. including supply of all materials, labour,T & P etc. required for proper completion of the work.As per SI No 584 New item

Cement concrete in 1:2:4 with cement,coarse sand and 20 mm gauge approved stone grit including supply of all material ,labour,T&P etc. required for proper completion of the work. As per S.I. No. 279 a

R.C.C work with cement, approved c/sand and 2 cm. gauge approved stone grit in proportion of 1:1.5:3 in bend excluding supply of reinforcement and its bending, but i/c its fixing & binding the same with 24 B.W.G.G.I. binding wire & necessary centering and shuttering etc. supply of all materials, labour, T&Petc. required for proper completion of the work including cost of binding wire .The rate excludes making of dripcourse which shall be paid extra. S.I. No. 284 New Item

M.S.or iron work in plane work such as R.C.C or R.B work Including bending for propper shape & including supply of steel its wastage, bends , hook , and authorised overlapping shall be measured & including cost of binding wire, as per P.W.D. S.I No. 504 .

Supply and fixing of M.S sign board of prescribed size 1.20m *2.75 m with angle 40*40*6 mm iron angle and 1 mm thick ms iron sheet including painting and letter writing complete. As per SE RED Meerut, Sanction letter No.1108 Dated 09.10.18