Construction of Rain Water Harveting Structure (Check Dam ) at Nallah at Parour , under Palampur Division during 2021-22

Amount

Excavation in foundation trenches etc. ( in pipe and pits ) in all kind of soil such as pick work , jumper work , blasting in soft / hard rock , chiselling / wedging out of rock / where blasting probihited ) saturated soil stacking the excavated soil as directed by Engineer - in Charge clear from the edge of excavation and then retrning thee stacking soil in 15 cm layers when required into plinth side of foundation etc. Consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engneer - in - Charge in all lead and lift ( including dewatering) a) Pick work

b) Jumper Work

Providing and laying cement concrete 1:4:8 (1Cement : 4 Sand : 8 graded stone aggregate 40mm nominal size) and curing complete exluding cost of centring and shuttering in foundation and plinth.

Providing and laying of form work with steel plates 3.15 mm thick welded with angle iron in frame 30 x30 x5 mm , so as to give a fair finish incluing centering , shuttering , shuttering and pro pping etc . With wooden battens and ballies height of propping and centering below supporting floor two level . Verticle surface such as walls ( any thickness ) Partitions and the like i/c attached pillasres butteresses , linth & stringd courses and the like

Providing and laying cement concrete 1:5:10 with 15 % plum (1Cement : 5 Sand : 10 graded stone aggregate 40mm nominal size) and curing complete exluding cost of centring and shuttering in foundation and plinth.

Wire creat of G.I Wire filled with boulder with square cut face against the wire ( wire crates to be measured & paid for seperately ) for Launching appron

Wire crates of G.I. Wire filled with boulder with square cut face againsed the wire ( boulder filling to be measured & paid for seperately ) for Launching apron G.I. Wire 5.00 mm thick corresponding to SWG 8(n15 x15 CMs mesh

Providing and laying of cement concrete 1:2:4 ( 1 Cement : 2 Sand : 4 graded stone aggregate 20 mm nominal size ) and curing complete excluding the cost of reinforcement and form work in wall in all lead and lift

Providing Toe Steel reinforcement for RCC work including bending , binding & placicng in possition complete up to floor level.

RAJINDER SINGH

Harvinder Singh

Prithvi Raj Government Contracter

Sahil Sharma

R.K ENTERPRISES

Rajeev Kumar