C/O LIS Koulanwala Bhood in Tehsil Nahan Distt. Sirmour HP

Amount

Excavation in foundation & plinth in earth work in all kinds of soil containing spade work, blasting work, jumper work including decomposed soft and hard rock etc. with all lifts stacking the excavated soil not mote than 3 m trs clear from the edge of the excavation and then returning the stacked soil in 15cm layer when required into plinth side of watering and then disposing of all surplus excavated earth with in all leads, lifts foundation etc. consolidating each deposited layer by ramming and complete in all respects and as directed by the Engineer Incharge.

Providing and laying cement concrete 1:3:6 (1cement:6app.sand:6app. graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and laying cement concrete M-30 , 1:1:2 (1cement:1app.sand:2app. graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth , wall in apron etc, whreever required as per the approved drawing of dam , including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing tor steel reinforcement for RCC work including banding, binding and placing in polsition complete upto floor two lelvel including all leads, and carriage of material at site and as directed by the Engineer Incharge.including cost of binding wires.

Providing and laying cement concrete 1:5:10 (1cement:5app.sand:10app.graded stone aggregate 40mm nominal size) in plum 15% foundation and plinth and in between of both the walls etc, whreever required as per the approved drawing of dam 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 I&PH specification,including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30X30X5mm . So as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in, including all leads, lifts for insitu-reinforced concrete and plain concrete work in, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

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

Boulder filling dry hand packed tightly as in wire crate apron bunds ( Wire crate to be measured and paied for seperately ) , including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Wire crates of G.I. Wire filled with boulder with square cut faces aginst the wire(wire crates to be measured and paid for seperately) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Wire crates made of G.I. Wire filled with boulder filing with squared cut faces against the wire boulder filling to be mesured and paid for seperately 5mm thick SWG-6)15cmX15cm mesh including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and fixing steel gate with proper hoist mechanisum, chain pully along with rollers and rubber seal complete in all respect ( 2Nos ) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

SS RANA CONSTRUCTION PRIVATE LIMITED

YOGESH KUMAR

Vijay Kumar

MAHOKAM SINGH

HYDRAULIC ENGINEERING COMPANY