|
| 1 | Execavation in foundations trenches etc. in earth work lift upto 1.50 mtr. Stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation & then returning the stacked soil in 15 cm layers, when required in to plinth side of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of allsurplus excavated earth as directed withen a lead of 20 mtrs. in pick and jumper work. |
| 2 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand:6 graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts complete in all respect. |
| 3 | Providing and laying cement concrete 1:1½:3 ( 1 cement :1½ sand :3 graded stone aggregate 20 mm nominal size ) and curring complete excluding cost of form work in foundation and plinth in all heights and depths with in all leads lifts and to the entire satisfaction of Engineer incharge. |
| 4 | Foundation and plinth with in all heights and depths includiing all leads lifts and to the entire satisfaction of Engineer incharge. |
| 5 | Walls any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor two level including all leads and lifts etc. complete in all respect. |
| 6 | Providing and laying tor steel reinforcement for RCC work including bending binding and placeing in position complete upto floor two level with in all leads and lifts and to the entire satisfaction of Engineer Incharge including cost of binding wires. |
| 7 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a rough finish including centering shuttering and propping etc. Height of propping and cetering below supporting floor to seiling not exceeding 4 mtrs and removel of th same for the same for in situ reinforcement concrete and plain concrete concrete work including all leads and lifts. |
| 8 | Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like |
| 9 | Providing and placing fine sand filling upto tank level as specified and to the entire satisfation of the Engineer in charge. |
| 10 | Providing and fixing of all necessary fitting for conneting existing pipe line system with zinc Aluminum tank, inlet, outlet, over flow and scour pipe fitting i.e. pipe, brass fullway wheel valve, bend, tees, union, nipple including carriage in all leads & lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 11 | Providing and fixing double flanged Cast Iron Sluice valve of following dia of Leader/Kirloskar/Kilburn/Kartar/all approved make conforming to as per IS: 14846-2000 with MS flanges IS: 6392-1971 with hand wheel (and other accessories) with upto amendment as per class PN-1.0 to with standing nominal seat pressure of 10.20 Kg/cm2 i/c carriage in all leads & lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 12 | 125mm |
| 13 | Providing and fixing Zinc Aluminium Steel Drinking Water Storage tank 30000 Ltr. Capacity rising conical proof with HDG roof trusses and Lockable Access hatch including all fittings including 1 No. higher heavy duty cage Ladder GI 1 No Nylon rope and aluminium step access ladder hatch on roof outlet and over flow nozzles level indicator of material of provide by STAC and warranty of 10 Years including fixing of three laps under the roof 65mm Dia inlet over 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 |
| 14 | ROOF SPECIFICATION |
| 15 | Roof Type :- Self Supported Dome Type |
| 16 | .Bulk Density KS Cum. 1000Kg m^3 |
| 17 | Sesmic Zone :- Zone IV |
| 18 | Roof Angle 8 Degree |
| 19 | Wind Speed :-180km Hr |
| 20 | Roof Structure :- Hot Dipped Galvanized |
| 21 | TECHNICAL SPECIFICATIONS OF SHEE |
| 22 | Wall Sheet Yield Strength 300MPA |
| 23 | Wall Sheet Tensile Strength - 340 MPA |
| 24 | Elongation :-18% |
| 25 | Sheet Corrugation Space :-75mm |
| 26 | Depth - 18mm |
| 27 | Thickness :-0.8mm Each Corrugated Sheet |
| 28 | Make of Sheet - TATA Bluescope |
| 29 | Sheet Galvanize Coating :- Zinc Alume ZA 150 |
| 30 | MOC of Sheet :- Zincalume |
| 31 | TECHNICAL SPECIFICATION OF LINER |
| 32 | Weight / Sqm. (GSM):-760 gsm |
| 33 | Anti-Algae Stabilized Yes |
| 34 | Both Side PVC Food Grade :- Yes |
| 35 | Thickness (m) t 8mm |
| 36 | Water Proofness :- 200 PSI |
| 37 | Standred Colour :- Grey |
| 38 | Base Febric High Teenacity Polyster Filament Yarn |
| 39 | Temprature . -10 to +60 Degree Celcius |
| 40 | PH Range:-3 to 13 |
| 41 | Tested :-2Kg/cm2 for any leaks Please Enable Macros to View BoQ information |
