Emergency work for fire effective Village Jhaniyar under WSS Phatti Tinder Phase Jhanihar in G.P Nohanda in Tehsil Banjar , Distt. Kullu HP

Amount

Providing and Supplying of Zinč Aluminium Steel Drinking Water Storage tank rising conical proof with HDG roof russes and Lockable Access hatch includingfall fittings including 1 No. higher heavy duty cage Ladder GI 1 No Nylonrope and aluminium step access ladder hatch on roof outlet and over flow nozzles level indicator of material Years including fixing of three laps under the roof 65mm Dia inlet over of provide by STAC and warranty of 10 flow and scour Pipe and 80mm dia and outlet welding all accessories with sluice valve in each point_ including all leads and lift with entire satisfaction of engineer in charge.

ROOF SPECIFICATION

Roof Type :- Self Supported Dome Type

.Bulk Density KS Cum. 1000Kg m^3

Sesmic Zone :- Zone IV

Roof Angle 8 Degree

Wind Speed :-180km Hr

Roof Structure :- Hot Dipped Galvanized

TECHNICAL SPECIFICATIONS OF SHEE

Wall Sheet Yield Strength 300MPA

Wall Sheet Tensile Strength - 340 MPA

Elongation :-18%

Sheet Corrugation Space :-75mm

Depth - 18mm

Thickness :-0.8mm Each Corrugated Sheet

Make of Sheet - TATA Bluescope

Sheet Galvanize Coating :- Zinc Alume ZA 150

MOC of Sheet :- Zincalume

TECHNICAL SPECIFICATION OF LINER

Weight / Sqm. (GSM):-760 gsm

Anti-Algae Stabilized Yes

Both Side PVC Food Grade :- Yes

Thickness (m) t 8mm

Water Proofness :- 200 PSI

Standred Colour :- Grey

Base Febric High Teenacity Polyster Filament Yarn

Temprature . -10 to +60 Degree Celcius

PH Range:-3 to 13

Tested :-2Kg/cm2 for any leaks

Excavation in foundation and trenches etc. up to all depths and in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling / wedging out of soft/hard rock , where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly , returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge. Foundation and plinth

Providing and laying cement concrete work 1:1.5:3 (1cement :1.5 sand: 3 graded crushed stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. in: -

I) Foundation and footing bases of column and like the mass concrete with in all height and depth including all leads and lifts.

Lintel beams ,girders ,breasumer and cantilever upto any floor two level etc with in all leads and lifts as per direction of the Engineer-in-charge.

Providing ,Laying tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete including the cost of binding wire in all leads and lifts.

Providing form work with steel plates 3.15mm thick welded with angle iron 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 in all heights and removal of the same for insitu -reinforced concrete and plain concrete work in :

a) Beams, sides of beams including all leads and lifts as per direction and to the entire satisfaction of Engineer in charge

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge.

Laying and fixing to wall ceiling and floor galvanised mild steel tube, tube fitting ( light grade) and clamps including making good the wall ceiling and floor and cutting welding of G.I. pipe with M.S. flanges table -5 where required in Inlet, Outlet, Scour and by pass arrangement of following dia.

Scour & out let pipe 50 mm.dia,

Providing and fixing cast iron Sluice Valves of 65 mm dia with hand wheel complete in all respect.

Laying, jointing of GMS tube in trenches of following meter including providing and fixing tube fitting such as bends, tees, air valves, unions and collars etc. including carraige of GI pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately).

Om prakash (BID ID -589074)

Sandeep Bhaskar (BID ID -589082)