Providing irrigation Scheme facility in village Bijapur in Tehsil Amb Distt Una(HP)

Amount

Excavation in foundation, trenches in earth work in all kinds of soil,such as pick work,jumper work.blasting work in hard rock and soft rock and in saturated soil etc. i/c all leads and lifts , stacking the excavated soil not more than 3 mtrs. clear form the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as per the direction of the Engineer-in-Charge.

Providing ,laying & Jointing & testing of HDPE pipes of following diameter confirming to IS:4984-1995 having 4.0 Kg/cm² working pressure of class(PN-4 PE-80) grade material with fusion welding process including all necessaty fitting inall leads and lifts to the entire satisfaction of the engineer -In-Charge.)(Earth work in trenches to be measured anf paid for separately) 160 MM DIA PE-80PN-4

180 mm dia PE-80 PN-4

Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work under flooring including carriage of materials in all leads and lifts.

Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 ( 1 cement: 4 sand ) in all leads and lifts as per the direction of the Engineer-in-Charge.

50 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) laid in one layer finished with floting coat of neat cement in all leads and lifts and as per the direction of the Engineer-in-Charge.

15 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:3 ( 1 cement :3 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.

40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) laid in one layer finished with floting coat of neat cement in all leads and lifts and as per the direction of the Engineer-in-Charge.

Ajay Kumar Bassi

Dinesh Kumar