Nigam nidhi Construction of nala at Anand Nagar Kushwah khet se mastan baba dargah Ward 05. Zone 01. File No. 260/26X3/6.

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.

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

Transportation By Mechanical means including loading, unloading and stacking where ever necessary. 5km or Part thereof

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work upCement concrete grade M-10 (Nominal Mix) with 40 mm maximum size of stone

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 : Cement concrete grade M- 20 (Nominal Mix) with 20 mm maximum

Centering and shuttering including strutting, propping etc.and removal of form for :

Walls (any thickness) including attached pilasters, butteresses, plinth and string

Providing and fixing up to floor Two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 fine sand) on exposed surfaces complete.Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP :34) etc. complete. Thermo-Mechanically Treated bars. (Fe 500 D or more)

Providing, Laying and Jointing non- pressure (NP4) RCC socket & spigot pipes with rubber gasket joint including testing of joints. 600 mm dia