C/O Cement Concreate at Across Jamthad Nallah Vill. Jamthad Dhar Ward No. 3 in GP Kallar under APO-Dehra

Amount

Exacation in foundation trtenches etc. lift up to 1.5 mtrs. Stacking the excaveted soil not mote then 3 mtrs clear from the edge of the excavtion and the returining the stacked soil in 15cm layers when required into plinth sides of foundation etc. consloidating eaach deposited layers by ramming and watering and then disposing of all surplus excaveted earth with in all leads and lifts. Pick works 10%, Jumper work 40 % & Chiesslling work in soft rock& Hard rock 50%

Providing & Laying cement Concrete 1:4:8 (1 Cement : 4 Sand : 8 graded Stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth level

Providing form work with steel plates 3.15 mm thick welded iron in frame 30x30x5 mm So as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies , height of proping and centring below supporting floor to celling not exceeding 4 mtr. and removal of the same for insitu- reinforced concerte and plain concrete work in: vertical surface such as walls of any thickness partion and the like including attached pilasterrs buttresses, plinth and string courses and the like

Edges of slabs and breaks in floors and walls : under 20 cm wide

Providing & Laying cement Concrete 1:1.5:3 (1 Cement : 1.5 Sand : 3 graded Stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work reinforcement for rainforced concrete work in foundation , footings basis of coloumn etc and mass concrete

Wall ( any thicknesss but not lessthen 0.10 mtrs thickness) attached pillasters, butteresses, plinth and string courses etc. from top of foundation level upto floor two level

Providing & Laying cement Concrete 1:5:10 (1 Cement : 5 Sand : 10 graded Stone aggregate 40 mm nominal size) awith 15% plum & curing complete excluding the cost of form work in retaining walls/Breast walls, the size of plums shall useally be 150mm to 300mm , as per HPPWD specification

Providing & Laying cement Concrete 1:3:6 (1 Cement : 3 Sand : 6 graded Stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth level

Providing & Laying cement Concrete 1:2:4 (1 Cement :2 Sand : 4 graded Stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth level

Providing for steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level.

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 ( one cement three sand)

Providing laying jointing and testing bevelled ended MSERW pipe 250mm dia ( L-210) with circumfrential butt welded joints whever required electrical aurch welding ( Welding thickness shall be equal to pipe wall thickness) and testing of MSERW pipe of following dia meters confirming to IS-3183-2007 ( Part-II) having wall thickness as specified below capable of with standing required test pressure in all respect within all leads and lifts as per direction of Engineer i Charge

Providing & Fixing of CI sluice valve 250mm dia Leader/Kirloskar of Class PN-1 with MSERW pipe with 250 mm dia including flanges as per tabel 5 with nuts and bolts , 3 mm thick asbestos insertation, two layers of welding from inside and outside of the pipe complete i all respect

Designing , Surveving, detailed hydronlic and structual and drwaing including soil testing complete in all respect

Vijay kumar kushwaha