Construction of rain water harvesting tanks in mandakinipuram colony, drainage division etah

Amount

Earth work in foundation in dry ordinary soil ( loam clay or sand) including lift up to 1.50 meter and lead up to 30 meter and including back filling, watering and ramming of excavated earth in to trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal or surplus earth as directed by the Engineeer-in-charge uo to a distance of 30M from the foundation trenches. ( Building)

Providing and laying PCC in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 20 mm nominal size) including supply of all materials, labours and T&P etc. required for proper completion of the work. ( In Foundation and floors.)

M 150 Brick work in 1:3 cement mortar with (1 cement : 3 coarse sand ) including supply of all materials, labours and T&P etc. required for proper completion of the work.

12.50 mm thick cement plaster on brick work with cement mortar of mix 1:3 (1 cement : 3 Coarse sand) including supply of all materials, labours and T & P etc. required for proper completion of the work.

R.C.C in 1:1.5:3 (M 200) with cement, coarse sand , and stone grit 10-20 mm. including cost of all materials labour T&P complete etc .

Centering and Shuttering for R.C.C./R.B. work including cost of centering and shuttering up to 3m height

Reinforced steel including bending, binding,cutting and placing in position including cost of matarial and labour and T&P etc complete.

Constructing brick masonary chamber for underground C.I inspection chamber and bends with bricks in cement mortar 1:4 (1cement : 4 coarse sand) C.I cover with frame (light duty) 455×610 mm internal dimension, total weight of cover with frame to be not less than 38 Kg (weight of cover 23Kg and weight of frame 15Kg), R.C.C top slab with 1:2:4 mix (1cement:2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10( 1cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1cement:3coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design. (A) Inside Dimension 600×850 mm and 60 cm deep for pipeline with three or more inlets : with common burnt clay F.P.S (non modular) bricks of class designation M 100

Supplying and laying of coarse sand

Supplying and laying of woods charcoal

Supplying and laying of 10 mm Pea graval

Supplying and laying of 20-40 mm gauge Stone Grit

Supplying and laying of Nylon mesh

Providing and fixing PVC pipe confirming to IS make working pressure 6 Kg./Cm2 incuding testing labour T&P and all complete fittings (160mm dia)

Boring 20cm dia 20 M depth in average type of strata containing sand and medium dry clay

Structural steel work in single section, fixed with or without connectioin plate, including, hoisting, fixing in position and applying a priming coat of approved steel primer all complete

Ordinary jungle clearance

Hiring of diesel pumps 5 HP including operator, POL and maintenance

Cost and carriage of pea gravel 2 to 3.5mm size at plot including screeingin, washing stacking, royality contractor profit and all taxes lalkuan uttarakhnad

SINGHWAL INDUSTRIES

M/S N.S. CONSTRUCTION

M/S SANTOSH KUMAR YADAV

M/s RAMLAL CONTRACTOR