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| 1 | Cutting in earth work and disposal of excavated earth up to a lead of 20 Mtrs in pick work, Jumper work and Blasting work in all leads and lifts. |
| 2 | Excavation in foundation trenches etc.in earth work upto all depths in all kinds of soil such as pick work,jumper work,blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of side levelling of bed to correct grade and returning the stacked soil in trenches in 15cm.layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting/timbering and dewatering where ever required including restoration of un- metalled/metalled paved surfaces of its original conditions including caution boards in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 3 | Providing and laying cement concrete 1:3:6(1cement:3 sand:6 crushed stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth in all leads and lifts. |
| 4 | Providing and laying cement concrete 1:2:4(1cement:2 sand:4 graded crushed stone agg.20mm nominal size)and curing complete excluding cost of form work in foundation and plinth in all leads and lifts. |
| 5 | Providing and laying cement concrete 1:1.5:3(1cement: 1.5 sand:3 crushed stone agg.20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- |
| 6 | In foundation and plinth in all leads and lifts. |
| 7 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm, so as to give a fair finish including centering ,shuttering, propping etc.with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plain concrete work in:- |
| 8 | In foundation, footings basis of columns etc. and mass concrete. In all leasd and lifts. |
| 9 | Stone filling dry hand packed under floors in all leads & lifts. |
| 10 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level in all leads and lifts. |
| 11 | Providing corrugated G.I. sheet roofing fixed with galvenised iron J or L hooks bolts and nuts 8 mm diameters with bitumen and G.I. limpet washers filled with white lead complete excluding the cost of purlins rafters and trusses in all leads and lifts. |
| 12 | 0.63 mm thick sheet. |
| 13 | 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 trussed and trussed purlins buildings and similar works in all leads and lifts. |
| 14 | Laying,jointing and testing in trenches GMS tubes (light grade) tube fitting such as bends, tees, air valves,unions and collars etc. as per direction and to the entire satisfaction of the Engineer-In -Charge. (Earth work in trenches to be measured and paid for separately ). |
| 15 | 32 mm dia. |
| 16 | Providing MS flanged joints 5% for GI pipe mentioned as below and same shall conform to BIS 6392-1971(latest with up to date amendments) including the cost of nuts and bolts of required size 3 mm thick compressed asbestos fiber/ synthetic rubber gaskets conformong to relevant BIS standard. The rates also includes entire carriage of flanges and welding of one flange in three layers other flange consider in but welding testing to the best welding testing, to the best satisfaction and direction of Engineer-In-Charge in all leads and lifts. |
| 17 | 32 mm dia Table- 28 |
| 18 | 32 mm dia Table-17 |
| 19 | Providing and Fixing Zinc aluminium steel drinking water storage tank rising conical proof with HDF roof trusses and lockable access hatch including all fitting 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 50 mm dia inlet over flow and scour pipe and 50 mm dia and outlet welding all accessories with sluice valve in each point including connectivity with existing system in all leads and lifts with entire satisfaction of Engineer-In-Charge. |
| 20 | Roof Specification: |
| 21 | Roof Type Self Supported Dome Type |
| 22 | Bulk Density Kg/Cum 1000 Kg/cum |
| 23 | Seismic Zone Zone IV |
| 24 | Roof Angle 30 Degree |
| 25 | Wind Speed 180Km/ Hr |
| 26 | Roof Structure Hot Dipped Galvanized |
| 27 | Technical Specification of Sheet: |
| 28 | Wall Sheet Yield Strength 300 MPA |
| 29 | Wall Sheet Tensile Strength 340 MPA |
| 30 | Elongation 18% |
| 31 | Sheet Corrugation Space 75 mm |
| 32 | Depth 18 mm |
| 33 | Thickness 0.8 mm Earth Corrugated Sheet |
| 34 | Make of Sheet TATA Blue Scope |
| 35 | Sheet Galvanize Coating Zincalume Az 150 |
| 36 | MOC of Sheet Zincalume |
| 37 | Technical Specification of Liner: |
| 38 | Weight/Sqm (GMS) 760 gsm |
| 39 | Anti-Algae Stabilized Yes |
| 40 | Both side PVC Food Grade Yes |
| 41 | Thickness (mm) 0.80 mm |
| 42 | Water Proof ness 200 PSI |
| 43 | Standred Colour Grey |
| 44 | Base Fabric High Teenacity Polyester Filament Yarn |
| 45 | Temperature - 10 to + 60 Degree Celsius |
| 46 | PH Range 3 to 13 |
| 47 | Tested 2Kg/ cm2 for any leaks Please Enable Macros to View BoQ information |
