Improvement Of FIS JANGI Phase I From Torti Nallah To Jangi IN GP Jangi Tehsil Moorang Disitt Kinnaur

Amount

Excavation in foundations in all kinds of soil such as pick work ,jumper work, blasting hard or soft rock chiseling where blasting is prohibited or saturated soil , lift upto 1.50 mtr stacking the excavated soil not more than 3.00 mtr clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 ( 1 cement: 4 approved sand : 8 approved graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.

Providing form work with steel plates 3.15mm thich welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering struttting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mts. and removal of the same for in-situ reinforced concrete and plain concrete work in:-

Vertical , surfaces such as walls (any thichness) partitions and the like including attached pillasters, buttresses plinth and string courses.

Providing and laying cement concrete 1:2:4 ( 1 cement:2 approved sand :4 approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in: foundation , foootings base of columns and the like and mass concrete.

Providing and laying cement concrete 1:1.5:3 ( 1 cement: 1.5 approved sand :3 approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in: Wall any thickness but not less than 0.10 mtr. Thickness attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level.

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level with in all leads and lifts.

Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/Breast walls, the size of plums shall usually be 150mm. To 300mm as per H.P.P..D. specification with in all leads and lifdts

Providing and laying in trenches HDPE Pipe 315 mm OD PN4 PE80 (earth work IN trenches to be measured and paid separtely)

Providing, Lowering, Laying and Jointing HDPE Pipe (Conformining to IS 4984-2016) in Proper Position By Butt Fusion Jointing Procedure including Hydraulic Testing as per relevent IS Code complete with all materials for Jointing Procedure like butt fusion welding machine with hydraulic jack, top loading clamp etc pump and accessories for hydraulic testing and all labours as directed by engineer incharge as confirming to IS-7634( Part-II)2012 amended upto date

CHAKRA MANTRI

YONTAN SAIN NEGI