Providing WSS Group of Panchayat in Tehsil Karsog Distt Mandi HP SH_ C_O Head weir RCC Sedimentation tank 10000 ltrs cap RCC Filter bed of 20 Sqm 2 unit and RCC Sump well cum clear water tank 10000 ltrs cap Phase_III

Amount

Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil blasting work and chiseling /wedging out of rocks where blasting work is prohibited up all depth and lifts including pumping and baling out water where ever requared stacking the excavated earth not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated material within all leads and lifts, useful materials available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in-Charge

Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate of 40 mm nominal) and curing complete excluding cost of form work including all leads and lifts: Foundation and Plinth.

Providing & laying cement concrete 1:1.5:3 (1 cement 1.5 sand 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced voncrete work in

a) Foundations, and Plinth

b) Walls (any thickness) but not less that 0.10 Mtrs. thick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels.

c) Suspended floors, roofs, landings, shelves and their supports balconies, beams girders bressumers and cantilevers etc in all leads and lifts of any shape.

Providing & laying cement concrete in M 30 grade but not leaner than 1:1:2 (1 cement 1 sand 2 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced voncrete work in

a) Foundations, and Plinth

b) Walls (any thickness) but not less that 0.10 Mtrs. hick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels.

Providing & laying cement concrete 1:2:4 (1 cement2 sand 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced voncrete work in

a) Foundations, and Plinth

b) Walls (any thickness) but not less that 0.10 Mtrs. hick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels.

c) Suspended floors, roofs, landings, shelves and their supports balconies, beams girders bressumers and cantilevers etc in all leads and lifts of any shape.

Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc.and plain conc.work in :-(a) Vertical Walls (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and strining courses etc.from top of foundation level upto floor two level as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

a)Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts

b)Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like

c) Foundation, footings, basis of columns & the like and mass cocrete.

Placing & Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level including all leads and lifts

Prov and foxing Gun Metal whel valve with wheel 50 mm nominal bore

Laying, jointing and testing in trenches, GMS tubes (LG) tube fittings ( earth work tob paid separetly). 50 mm dia

Laying, jointing and testing in trenches, GMS tube of 100 mm dia

Prov and fixing precast concrete manhole cover & frame confirming to IS-12593-1988 part-I and IS 12592-1991, part - II 560 mm dia (Meduim duty)

Laying, jointing and testing in trenches, GMS tubes (MG) tube fittings ( earth work tob paid separetly). 50 mm dia

Inlet pipe - 50 mm

Outlet pipe - 50 mm

Scour pipe - 65 mm

Prov and fixing Cast steel sluice valve with hand wheel complete in all respect and as per the entire satisfaction of Engineer in charge.

Supply valve 50 mm

Manufacturing, Supplying, Fabrication and Fixing of MS Fabricated Protection Panel 750 mm x750mm made with MS Angle 40 x40 x4 mm for frame, MS Angle 30x30 x3 mm for cover. MS Flat 25 x5mm for fixing of sliding door bolt and MS Sheet( 12gauge) 2.50 mm thick for protection of manhole covers of storage tanks including the cost of cutting and welding of MS angle & in RCC slab, by drilling holes in MS angle & in RCC slab, provision for providing and fixing sliding door bolt 300 x16mm MS Handle 100 mm, Lock and applying a coat of red lead paint & painting two coat with steel paint ( Firoza Blue) complete job in all respect in all leads and lifts and to the entire satisfaction of the Engineer-in Charge.

1.20 mtrs high fencing ( as per approved design) 1.80 meter 40x40x5 angle iron 2.50 meters centre to centre 9 horizontal lines and two diagonal of galvanised steel bar wire (IS- 278-1982 type-I) weighing 9.38 kg/100 mtrs(Min) strained and fixed to posts by typing to 6 mm galvanised steel bar nails/clips with GI binding wire i/c cost of excavation RCC posts, RCC struts and starining belts and embended in cement conc 1:4:8 ( 1 cement : 4 sand : 8 graded stone agg 40 mm nominal size) and curing complete in all respect and to the entire satisfaction of the Engineer in charge.

Steel work welded in built up section trusses and frammed work i/c cutting hoisting fixing in position and applying a priming coast of red lead paint on grafting frammed guard bar ladder railing brackets and similar works in all leasds and lifts.

Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone aggregate of 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.W.D specification complete in all respect as per direction and to the entire satisfaction of the Engineer in charge upto all lead & lifts.

Providing and placing in horizontal layers filtering media duly graded, screened cleaned and washed as per specified in all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

a) Top layer : Fine sand ( Eff.size 0.20mm to 0.40 mm & uniformity co-efficient 2.00 to 3.00)

b) 2nd layer :Coarse sand 3mm to 6 mm

c) Third layer : Bazri 6 mm to 20 mm

d) Fourth layer : Bazri 20 mm to 25 mm

e) Bottom layer:Broken stone 50 mm to 75mm.

Providing and placing 1st class standard bricks in filter bed in two layers so as to make cross dreains as per the direction and entire satisfaction of Engineer in charge upto all lead & lifts.

HARI KUMAR GOVT CONT

Tulsi Ram

BALAK RAM GOVT CONTRACTOR