C/o Check dam WHS at D-34 Bachloon (Malen nalla )

Amount

Cutting in earth work in all kinds of soil such as pick work, jumper work, blasting work and chiselling work etc. and disposal of excavated earth as directed within all leads and lifts.

Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work,jumper work,blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.

Prov. and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in :-a) Foundation and plinth.

Prov. and laying cement concrete work 1:2:4(1cement:2sand:4graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-

Walls (any thickness) but not less than 0.1 m thickness)attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level.

Prov. and laying cement concrete work 1:5:10(1cement:5sand:10graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- foundation and plinth

Prov. Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level.a) Tor steel.

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 , 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:- a)Vertical surfaces such as walls any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and

P/L, jointing and Testing of plain ended API pipes with steel grade X-56,X- 46& X-42 confirming to ISO 3183 or equivalent API-5Lgrade 'A" of thickness as mentioned and grade designation with bevelled edge and capable of with standing required test pressure, in random length of 4-7 meters i/c testing and commissioning and cost of jointing with butt welding as per relevent BIS specification ( leak proof) flange shall be provided at every 100 mtrs.) i/c cost of bends tail peieces, tees, reducers, increaser etc. as per site requirement and zinc coating as per IS 4736-1986 (th the direction of the Engineer in charge earth wrok in trenches to be measured and paid for seprately i/c all leads, lifts and carriage of materials at site.

Providing and fixing Cast iron Sluice Valve 200 mm of Class PN - 1.0 having Test Pr.10.2 Kg/cm2 Leader Make includind MS Falnges conforming to IS:6392-1971 of table 17 and the weight of valve 121.50 Kg. & welding of MS Flanges in two Layers on both faces including carriage complete in all respect as per entire satisfaction of Engineer in Charge.

Excavation in foundation, trenches, etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.

Prov. and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in :-a) Foundation and plinth.

Steel work welded in built up sections, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint: In beams, joists chanels, angles, tes, flats with connection plates or angle cleets as in main and cross beams, hip and jack rafters, purlins connected to common rafters and the like.

1.80 mtr. Higher fencing galvanised steel barbed wire (IS: 278-1962 Type.I). Weighing 9.38 kg per 100 metres (minimum) straining and fixing to any type of standard rails, straining bolts including securing with and provision of galvanised mild steel wire, staples or steel pins etc. as directed (posts and struts of wood concrete, steel etc. and straining bolts shall be paid for separately).

Painting two coats excluding priming coat on new steel and other steel based surfafes, with ready mixed paint brushing to give an even shade including cleaning of all dirt dust and other foreign matter, sand papering and stopping:- a) With ready m ixed paint other than white.

Tulsi Ram Sharma

Chauhan Contractors

Harish Chandel