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| 1 | 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. |
| 2 | ROOF SPECIFICATION |
| 3 | Roof Type :- Self Supported Dome Type |
| 4 | .Bulk Density KS Cum. 1000Kg m^3 |
| 5 | Sesmic Zone :- Zone IV |
| 6 | Roof Angle 8 Degree |
| 7 | Wind Speed :-180km Hr |
| 8 | Roof Structure :- Hot Dipped Galvanized |
| 9 | TECHNICAL SPECIFICATIONS OF SHEE |
| 10 | Wall Sheet Yield Strength 300MPA |
| 11 | Wall Sheet Tensile Strength - 340 MPA |
| 12 | Elongation :-18% |
| 13 | Sheet Corrugation Space :-75mm |
| 14 | Depth - 18mm |
| 15 | Thickness :-0.8mm Each Corrugated Sheet |
| 16 | Make of Sheet - TATA Bluescope |
| 17 | Sheet Galvanize Coating :- Zinc Alume ZA 150 |
| 18 | MOC of Sheet :- Zincalume |
| 19 | TECHNICAL SPECIFICATION OF LINER |
| 20 | Weight / Sqm. (GSM):-760 gsm |
| 21 | Anti-Algae Stabilized Yes |
| 22 | Both Side PVC Food Grade :- Yes |
| 23 | Thickness (m) t 8mm |
| 24 | Water Proofness :- 200 PSI |
| 25 | Standred Colour :- Grey |
| 26 | Base Febric High Teenacity Polyster Filament Yarn |
| 27 | Temprature . -10 to +60 Degree Celcius |
| 28 | PH Range:-3 to 13 |
| 29 | Tested :-2Kg/cm2 for any leaks |
| 30 | 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. |
| 31 | 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 |
| 32 | 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: - |
| 33 | I) Foundation and footing bases of column and like the mass concrete with in all height and depth including all leads and lifts. |
| 34 | 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. |
| 35 | 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. |
| 36 | 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 : |
| 37 | a) Beams, sides of beams including all leads and lifts as per direction and to the entire satisfaction of Engineer in charge |
| 38 | 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. |
| 39 | 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. |
| 40 | Scour & out let pipe 50 mm.dia, |
| 41 | Providing and fixing cast iron Sluice Valves of 65 mm dia with hand wheel complete in all respect. |
| 42 | Providing and fixing of submersible water pumping set of reputed make such as Kirloskar ,BS , KSB, Sabar , etc confirming to latest relevent BIS code.The pump should be fitted with free flow impellers of suitable alloy as per BIS 5659-1970 latest suitable for clear cold water with turbidity up to 50 PPM having greased packer bearings & shaft with bound stator on motor side & with shaft protection sleeve on pump side ensuring better life for shaft confirming to BIS specifications. The pump shall be directly coupled to a submersible squirrel cage electric induction motor of same make confirming to relevent BIS code latest with up to date ammendments totally dust & water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber & grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear & tear.It should also be fitted with a device to take up expansion of water with heating of motor. The pump set should include water level guard errection clamps,cable clips & depth gauge etc. The pump should be suitable for operation on data given below:- |
| 43 | Toatl Head 70 Rmt. |
| 44 | Discharge 0.40 LPS |
| 45 | Providing and fixing of starter (direct on line) of 2.00 HP of standard make such as L&T /MEI /Havels/ AVON/ Crompton/ Asian for above pump set with suitable capacity installed on a wooden switch board fixed on a wall capable of mounting a voltameter 0 to 300 volts capacity and ampere meter of capacity 0 to 150 ampere of standard make as per the satisfaction of Engineer-in-charge. |
| 46 | Providing and fixing of water proof PVC 3 core, 2.5 sqmm as per IS-674-Part-II-1964 suitable for above pump set from starter to pump set subject to the approval of HPSEB authority as per the satisfaction of Engineer-in-charge. |
| 47 | Providing and fixing of M.S Sheet box ( 0.60x0.30x.90 M) Fabricated with angle iron of four legs mounted in cement concrete 1:3:6 for electric metered starter switch and other accessories with locking arrangement complete. |
| 48 | Providing , lowering and jointing in bore PP-R (Polypropylene randomcopolymer) pipe UV stablized and antimicroble fusion welded having thurmal stability for hot & cold water supply including all PP-R plain and brass threaded polypropylene random fittings complete ISI 15801-2010 & testing of joint complete in all leads and lifts as per direction of the engineer-in -charge. |
| 49 | 40 mm dia PN 20/SDR 6- Mono Layer |
| 50 | 25 mm dia PN 20/SDR 6- Mono Layer |
| 51 | Providing and fixing plain elbow 40 mm dia 3 layer PPR ( Polypropylene randomcopolymer) ( ISI Marked ) complete with in all respect and including all leads and lifts and entire satisfaction of engineer in charge. |
| 52 | Providing and fixing plain elbow 32 mm dia 3 layer PPR (Polypropylene randomcopolymer) ( ISI Marked ) complete with in all respect and including all leads and lifts and entire satisfaction of engineer in charge. |
| 53 | Providing and fixing threaded Union 40 mm dia 3 layer PPR (Polypropylene randomcopolymer) ( ISI Marked ) complete with in all respect and including all leads and lifts and entire satisfaction of engineer in charge. |
| 54 | Providing and fixing threaded Union 32 mm dia 3 layer PPR (Polypropylene randomcopolymer) ( ISI Marked ) complete with in all respect and including all leads and lifts and entire satisfaction of engineer in charge. |
| 55 | Providing and fixing steel wire rope 6 mm thick for holding the column assembly and pump set in bore well to avoid falling of assumbly and pump set in bore including complete arrangement of fastening etc. complete with in all respect and including all leads and lifts and entire satisfaction of engineer in charge. |
| 56 | Erection charges including labour charges , electrical connection , lowering of etc complete with in all respect and including all leads and lifts and entire satisfaction of engineer in charge. |
| 57 | Providing and fixing M.S Clamps to hold the pump set in the bore well including required bolt and nuts complete with in all respect and including all leads and lifts and entire satisfaction of engineer in charge. |
| 58 | Providing and fixing Cast steel Non return valve ( with rising spindle) as per IS 780 Class CL-150 and size 40 mm nominal dia complete with in all respect and including all leads and lifts and entire satisfaction of engineer in charge. |
| 59 | Providing and fixing Polyethelene-Aluminium -Polyethelene PE-AL-PE composite Tank SI:-12701 marked with cover and suitable locking arrangement and making necessary holes for inlet , outlet and over flow pipes with out fitting and the base support for tank 1000 Liters capacity ) Please Enable Macros to View BoQ information |
