RENOVATION OF BHAIRAI VAAJR KURAVALI, BLOCK NAUJHEEL, DISTT-MATHURA

E/W in execavation of ordinary soil by pocclain machine disposal of Extra earth/ soil in other place cartage by tractor trolly with T & p etc (MI rate analysis)

Extra for slush and Lehel for earth work excluding dewatering of total earth

DRESSING with manual compaction (Irri. SOR Ch. IV, 25c)

Dewatering before and during the work in hours.by 8 HP desel Pump set with t & P etc. (MI rate analysis)

Earth work in foundation in dry ordinary soil (loam clay or sand) including lift up to 1.5 meter and lead up to 30 meter and including back filling, watering and ramming of excavated earth into the 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 Engineer-in-charge up to a distance of 30M from the foundation trenches (Irri. SOR, Ch. IV, SI no 01)

Providing and laying in cement concrete 1:5:10 (1 Cement, 5 C/ sand,10 graded stone balast 40mm nominal size) includingh all charges T&P etc required for proper completion of work SI no 4.1.10

Providing and laying cement concrete in 1:2:4 with Stone Grit 10 to 20 in size including all complition of work,

Class-150 brick work in 1:4 (1 Cement and 4 coarse sand of 1.25 fineness modulous) mortar in foundation and plinth. It shall include for supply of all materials, labour & tools and plants, etc. required for proper completion of the work.S.I. No 6.1

12mm thic cement plaster with cement mortar in (1:4) on wall of chamber

Brick Balast 40 mm gauge