Uttarakhand Pey Jal Nigam has published Surveying, Design Supply, Cartage Laying & Jointing Of Gi /Ms Erwpipe Of 15Mm To 100 Mm Dia By Socketing/ Electric Arc Welding, Rcc Circular Cwr 10 Kl - 60 Kl Capacity, Pump House & Other Appurtenent Works Under Pathur Akra G.O.V Pumping Water Supply Sche. Submission Date for this Tender is 14-12-2022. Pump Supply Tenders in Pauri Garhwal Uttarakhand. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 05-Dec-2022 | 01/cump Dehradun / Nivida Quotation date 02-12-2022 | Other | 14-12-2022 |
| 2 | 07-Dec-2022 | 1759/Nivida/66 date 6-12-2022 | Other | 14-12-2022 |
| 3 | 12-Dec-2022 | 01/cump Dehradun / Tender date 12-12-2022 | Technical Bid | 14-12-2022 |
| Sl. No. | Item Description |
| 1 | Construction of intake chamber at tapping point of source for collection of water includingsupply of all materials , labours , T& P. Complete as per departmental desing & drawing in direction of engineer in charge. |
| 2 | Construction of R.C.C B.F.G at source workincluding construction of intake chamber and supply of all materials,labour, T&P etc. complete as per departmental desing & drawing in direction of engineer in charge. |
| 3 | Supply of all material, labour, T&P etc. all complete and provide 90 cm high RCC cross wall at gadhera tapping point for the protection of intake from flood storm as per departmental desing,drawing in direction of engineer in charge. |
| 4 | Supply, Carting (site store to trench) , Painting , lowering them into trenches, laying true to alignment and gradient, laying and jointing of pipe line by welding for making up lengths as required for proper completion of work of following grade & sizes ((Excluding cartage fromRail Head to site store.)MS ERW Pipe Yst 210 |
| 5 | 100 mm dia 4.8 mm thick |
| 6 | Excavation in soil mixed with single boulders etc. requiring the use of special T&P, if any, for pipe line trenches including lift up to 1.5m and lead up to 30m with back filling, watering, ramming of excavated earth in the trenches. |
| 7 | Same as item No. 5.1 above but excavation in decomposed, weathered or soft rock by blasting or by drawbars, pickaxes etc. or by both methods, including supply of all materials, labour, T&P etc. |
| 8 | Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.50m in width or 10.0sqm in plan) including dressing of sides and ramming of bottoms, lift up to 1.50m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m in all kinds of soil. |
| 9 | Survey, design, supply carting, laying & jointing of G.I.(M) class pipe by socketing for Supply Main/ Feeder Main/Distribution System of following sizes including provision of specials and other appurtenant works such as scouring arrangement at suitable locations by fixing tee etc. complete and also testing & commissioning of laid pipeline including supply of all materials, labour, T&P etc. complete. G.I. (Medium Quality) As per IS 1239 Part I : 2004 |
| 10 | 15 mm dia |
| 11 | 20 mm dia |
| 12 | 25 mm dia |
| 13 | 32 mm dia |
| 14 | 40 mm dia |
| 15 | 50 mm dia |
| 16 | 65 mm dia |
| 17 | 80 mm dia |
| 18 | 100 mm dia |
| 19 | Supply and fixing of the following fittings including cartage of materials, labour, T & P etc complete as per direction of Engineer-In-Charge.but excluding the cost of excavation and chamber.G.M. Wheel valves (Class I) as per IS 778/1971 |
| 20 | 25 mm dia |
| 21 | 32 mm dia |
| 22 | 50 mm dia |
| 23 | 80 mm dia |
| 24 | C. I Air Valve (Screwed) 15 mm dia |
| 25 | Supply, cartage and fixingof following size ofSluice Valve/Reflux valves/Double Ball Air Valve includingcarting the same up to site of work and fixing the same in water supply lines including cost of valves, specials, labour an T&P complete in all respectas per direction of Engineer-In-Charge. |
| 26 | 100 mm dia. Cast steel Sluice / Scour Valve, W.P. 50 Kg/cm2 |
| 27 | 100 mm dia. Cast steel Reflux / Swing Check Valve, W.P. 50 Kg/cm2 |
| 28 | 50 mm dia. Cast steel Double Ball Air Valve Flanged type, W.P. 25 Kg/cm2 |
| 29 | Construction stone masonry Wheel Valve/ Air valve chamber 60x60x60 cm, inside in 1:4 cement & sand mortar with MS MH cover on top the chamber with proper locking arrangement as per departmental desing & drawing in direction of engineer in charge. |
| 30 | Supply of all materials, labour, T & P etc. and Construction of Thrust Block as per type design complete (1 in 200 m length Pipeline) |
| 31 | Size of Anchor Block - 1.2 m x 1.2 m x 1.5 m |
| 32 | Supply of all materials, labour T&P etc complete and construct pump house at MPS(5.5 M X 5.0 M X 4.5 M) size as per approved designed & drawing including all necessary arrangements. |
| 33 | Provision of 1.5 m high Boundary Wall at MPSin brick masonry including supply of all materials, labour, T&P etc. complete as per departmental desing & drawing in direction of engineer in charge. |
| 34 | Supply & Fixing Iron Gate with Pillers of Size 1.00 m wide (Clear Size) including locking arrangementincluding Supply of all accessories fixing arrangement in all repect completeas per departmental desing & drawing in direction of engineer in charge. |
| 35 | Supply of all materials , labour and T & P etc. and construction of R.C.C Clear Water Reservoir of following capacity in K.L as per type design and drawing including fixing of pipes and fittings including cartage of materialls etc. |
| 36 | 60.00 Kl capacity clear water Sump at TOP CWR |
| 37 | 60.00 Kl capacity clear water Sump at MPS |
| 38 | 60.00 Kl capacity clear water reservoir |
| 39 | 17.50 Kl capacity clear water reservoir |
| 40 | 15.00 Kl capacity clear water reservoir |
| 41 | 10.00 Kl capacity clear water reservoir |
| 42 | Supply & Fixing of 25 litre capacity M.S Bucket Type Chlorinator of standard size with glass woolingincluding supply of all labour material T&P etc completeas per direction of Engineer-In-Charge. |
| 43 | Supply & Fixing an Iron Board and Printing on it as well as writing the details of Work on itas per direction of Engineer-In-Charge. |
| 44 | Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing offerrule including tapping the main, but excluding the cost of earth work and cost of all materials. |
| 45 | Providing and fixing brass ferrule 15mm dia. nominal bore for domestic connections. |
| 46 | Providing and fixing of PTMT bib cock 15 mm dia. nominal bore for domestic connections. |
| 47 | Dismantling of cement concrete road pavement for laying different sizes of pipes, stacking the serviceable materials and disposal of waste materials upto a distance of 50 m including supply of materials, labour, T&P etc. complete. |
| 48 | Random rubble stone masonry in 1:6 cement and local sand mortarfor protection work on pipe line, treatment site & where ever required as per site requirement including supply of all materials T&P etc required for proper completion of work as per direction of Engineer-In-Charge. |
| 49 | Random rubble masonry laid dry in breast walls, retaining walls etc. including supply of all material, labour, T&P and royaltiesetc required for proper completion of work as per direction of Engineer-In-Charge |
| 50 | Providing & laying PCC 1:2:4 in cement, coarse sand and 20 mm gauge approved stone ballast, including supply of all materials, labour , T&P required for proper completion of work as per direction of Engineer-In-Charge. |
| 51 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8(1Cement:4coarsesand:8gradedstone aggregate 40 mm nominal size). |
| 52 | Design, Supply of all materials, labour, T&P. etc to construct a water treatment plant (WTP) to treat 0.20 MLD waterbased on rapid gravity filtration. The design of filter plant has to be done on the based on CPHEEO manual for Water Supply and Treatment. The filter plant should consists of inlet chamber, flow measuring device, presettling tanks (1 units), mixing units, flocculation unit, secondary settling tank (1 units), rapid gravity filter (minimum 2 filter beds), clear water chamber including all piping, valves, RCC back wash tank, double storey building (minimum 30 sqm) one floor will be used for office and other floor will be used for chemical room). Each floor height should be minimum 3.30 m. The work also include 60 cm apron and 15 cm semicircular PC drain all around all units and including overall drainage of water treatment campus upto outside 5 m of campus boundary. The work should also include internal electrification of all units as well as external electrification as per requirement of site. The work also include 1 m inter connecting RCC/CC path ways to all units as per site requirement. The work also include necessary excavation as per requirement and development ofwater treatment plant and disposal of surplus earth from site of work to suitable available place but excluding the cost of protection works, boundary wall and gates, which will be executed separately as per approved layout and design of treatment plant. The contractor is advised to inspect the site of work. No excuse and request to change the site, rates and demand of extra rates will be entertained at later stage. |
| 53 | MPS- Centrifugal pumps (460 LPM discharge at 460 Mts. head.) |
| 54 | Electric Motor |
| 55 | Base Plate |
| 56 | Starter |
| 57 | Control Panel as per site requirement |
| 58 | 150 mm² 3½ core Al Conductor Armoured cable of 1.1 KV grade. |
| 59 | 50 mm² 3 core, CuSubmersible cable 1.1 KV grade. |
| 60 | Jointing materials |
| 61 | Double Loop Earthing As per site requirement |
| 62 | Main piping & valves as per site requirement |
| 63 | Pressure Gauges |
| 64 | Tools as per site requirment |
| 65 | HOT Crane |
| 66 | Supply of rubber resistance sheet of size 1m x 2m x 0.025m |
| 67 | Installation & Commissioning of above Pumping Plants . |
| 68 | Testing of Pumps At works |
| 69 | Testing of Pumps At Site |
| 70 | Transformer-250 KVA |
| 71 | Cost ofInternal & external electrification |
| 72 | H.T Panel |
| 73 | Earthing of all Transformer & HT Panels |
| 74 | HT cable Jointing kitoutdoor type / Indoor type |
| 75 | Fencing of transformer |
| 76 | XLPE,3 Core, 70 mm sq. H.T. alumuniam armoured cable |
| 77 | Automation- GSM based RTU |
| 78 | GSM based wireless communication hardware |
| 79 | Intelligent Energy meters |
| 80 | Valve Actuator for 100 mm dia valve. |
| 81 | Actuator Panel |
| 82 | Hard wired timer circuit for actuator |
| 83 | Pressure Transmitter |
| 84 | Level transmitter of 10 mt range |
| 85 | Isolation Transformer |
| 86 | Over voltage and under voltage trip protection |
| 87 | Electromagnetic Flow meter for line sizes of 100 mm NB size |
| 88 | 2 Core x 1.5 sqmm PVC coated flexible screened cable. |
| 89 | 4 C x 1.5 sq mm PVC coated flexible unscreened Cu cable. |
| 90 | 10C x 1.5 sq mm PVC coated flexible unsreened Cu cable. |
| 91 | Conduit pipe 1” PVC |
| 92 | Conduit pipe 1.5” PVC |
| 93 | Accessories |
| 94 | Erection commissioning of all instruments and customization of software. |
| 95 | O&M- After testing & commissioning of scheme running & maintenance of scheme by running pumping plant for 8 hrs per day (for a period of 6 months or complete Distribution line testing of civilworks which over later ) including supply of skilled O&M staff, account maintenance including supply of all materials, labour, T&P etc. complete but excluding electricity charges for pumping of water. |
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