Drinking Water And Sanitation Department has published Construction Of Bhktawarpur Grant Watersupply Scheme Of District Dehradun : Including Supply, Installation, Testing & Commissioning Of Rising Main&Distribution System, Construction Of Pump House & Clear Water Reservior, Deplopment Oftube Well &All App. Submission Date for this Tender is 01-10-2021. Pipe Laying Tenders in DEHRADUN Uttarakhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Construction of Bhktawarpur Grant WaterSupply Scheme of District Dehradun : Including Supply, Installation, testing & commissioning of Rising Main&Distribution System, Construction of Pump House &Clear Water Reservior, Deplopment ofTube well &all appurtenance civil and E&M works etc complete under Jal Jeevan Mission Program. |
| 2 | Tubewell(source)& related coponents-Transportation of Rig Machine, Air compressor O.P. unit camp equipgages, connected T&P & necessary material erequired for drilling up to site of work, including loading, unloading etc. complete. |
| 3 | Erection and leveling of Rig machine and barricading at sire of work |
| 4 | Dismantling of Rig Machine & clearance of site after satisfactory completion of work |
| 5 | Drilling of Borehole from GL to 100 mtr. BGL |
| 6 | Preparing and lowering of Tubewell assembly starting from G.L. to the required depth including cutting, welding as required at site complete with all T&P required.(i) Supply & lowering of 300mm dia MS ERW fincut 7.9 mm thick plain pipe |
| 7 | Supply & lowering of 300mm dia MS ERW fincut 7.9mm thick slotted pipe |
| 8 | Supply & fixing of 300mm dia, 8mm thick tubewell cap. |
| 9 | Supply & fixing of 300mm dia M.S.D. housing clamp and Grider set. |
| 10 | Supply & fixing of 300 mm dia Bail plug. |
| 11 | Supply and Shrouding of Pea gravel in between bore & tubewell assembly to the entire depth of Tubewell |
| 12 | Development of tubewell by 350 PSI/1100 CFM Air compressor |
| 13 | Development of tubewell by the suitable capacity O.P. unit including supply & installation of pumping plant. |
| 14 | Geohydrological survey of site |
| 15 | Chemical & bacteriological testing of water sample |
| 16 | Pump and Related Electrical Items-Supply of Energy Efficient Submersible Pump sets of various duty parameters, IS:8034 (2002)-Supply of Energy Efficient Submersible Pump sets of various duty parameters, IS:8034 (2002) (a)600 lpm-13.5m head with 5 HP electric motor (WTP to CWR-1) |
| 17 | (b) 600 lpm-59 m head with 15 HP electric motor (CWR-1 to CWR-2) |
| 18 | (c)600 lpm-125 m head with 35 HP electric motor (CWR-2 to CWR-3) |
| 19 | (d) 600 lpm-183 m headwith 45 HP electric motor (TW-1 to Ext OHT) |
| 20 | Supply and installation of Dry Auto transformer start ATS type starter cum panel for submersible motors incluing capacitor .Foroperationon400volts+/-10%three phase 50 c/s AC supply complete with Cu bus bar, internal interconnection and comprising of AUTO TRANSFORMER STARTER, Electronic over load, Single phasing, reverse phasing protection relays and underand under voltage protection,with Metering & Protection calss CT, Time Delayed Capacitor duty contactor operatedLT power capacitor, single phasepreventor,indicatinglamp,doorswitchwithcomplete internal connection by copper wire & should be suitable toi integrate Multi function power meter for following duties of Pump motors. (a) 5-15 HP |
| 21 | (b) 16-40 HP |
| 22 | Pumping Plant accessories for tube wells including earthing material, piping & valves, gauges, required tools for maintenance, chain pully block, 2 ton capacity, rubber resistance sheet, testing of plant at site and painting entire insttlalation etc. as per unit estimate complete. |
| 23 | Industrial Grade electrification of Pump House and Pump House Camps with Copper wiring in UPVCconduit. |
| 24 | Supply , Installation , Testing & Commissioning of 48000 LPH (800 LPM) for 20 HRs. per day operation including Lodging Boarding and Conveyance in all at site with 12 months guaranteedperiod. With Annual Comprehensive Maintenance Contract (ACMC) with Chemical , Consumables and all components for 48000 LPH (800 LPM) Ultra Filtration Plant I/c Following Things- 1- For the 1st Year Under Warranty |
| 25 | INJECTING DOSER:Supply, Installation, Testing and Commissioning of Microprocessor based chemical dosing system suitable for providing automatically variable controlled dose of chemical to maintain required PPM of chemical with required accessories and 200 litres tank, wall mounting suitable for delivery upto 8 liters of chemical solution/sodium Hypo chloride solution per hours under maximum delivery pressure upto 5 kg/cm2 and Suction lift not less than 1.5 meter with accessories (i.e. Valve, Nozzle,200 liters PVC Tank etc complete) |
| 26 | Civil Work :-Pump House-Supply of all Materials, Labours, T&P etc. and construct a New Pump House with size (3.60 m x 3.0 m)as per design and drawings, including cost of all Labour & Fittings all complete. |
| 27 | Provide all Materials, Labour, T & P etc and Construct Boundary Wall 2.00 m Height & Iron Grill Over it, All Round the Tube Well & O.H.T Campus to prevent the approach of unauthorised souls. |
| 28 | Provide all Materials, Labour, T & P etc and construct 3.60 m Wide Entrance Gate with Gate Pillars for controlling approach to the area. |
| 29 | Water Supply works-Excavation in Pipe Line Trenches: Excavation in ordinary soil (loam, clay, sand) for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to the trenches or into the sides between foundation trenches or in to the plinth (75% of Total Quantity) |
| 30 | Excavation in soil mixed with shingle bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling,waterring and ramming of Excavated earth in the trenches.(25% of Total Quantity) |
| 31 | Providing and laying of pipes: Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply lines by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc completer MSERW Pipe grade. (a)100 mm dia MSERW pipe 5.2 mm thick(CWR-1 to CWR-3) |
| 32 | (b) 150mm dia MS ERW Pipe 5.6mm thick (TW-1 to Ext OHT) |
| 33 | Valves and Chambers:Supply and Fixing of following sizes of sluice valves,lowering them into trenches and fixing the same on water supply line including cost of valves, specials lobour T&P complete in all respect but excluding the cost of excavation and chember. Non Rising (P.N 1.60) (a) 100 mm dia |
| 34 | (b) 150 mm dia |
| 35 | Installation, testing and commissioningGate Valves as per engineering norms anywhere in uttarakhand. (a) 100 mm dia |
| 36 | (b) 150 mm dia |
| 37 | Supplying of Non Return Valves Including Carting the same upto the site of workas per engineering norms anywhere in uttarakhand. (a) 100 mm dia |
| 38 | (b) 150 mm dia |
| 39 | Installation, testing and commissioning of Non Return Valves as per engineering norms anywhere in uttarakhand. (a) 100 mm dia |
| 40 | (b) 150 mm dia |
| 41 | Supplying of Air Valves as per engineering norms of approved quality with bolts, nuts, rubber insertions etc. complete anywhere in uttarakhand. D.I. Air Valve along with Isolating valve. (a) 50 mm dia |
| 42 | (b) 80 mm dia |
| 43 | Installation, testing and commissioning of Air Valves as per engineering norms anywhere in uttarakhand. (a)50 mm Diameter |
| 44 | (b)80 mm Diameter |
| 45 | Constructing masonry Chamber for sluice valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks(900X900) |
| 46 | Providing, installation, testing and commissioning of Electromagnetic Flow Meter etc. including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Electromagnetic Flow Meter including cutting the existing pipe line etc. complete in all respect as per technical specification and as per direction of Engineer. (a) 100 mm |
| 47 | (b) 150 mm |
| 48 | Over Head Tank/GLSR Supply of all materials labour, T&P etc and construction of RCC O.H.T. of following capacities (in Kilolitres) and 12m staging with 1.00m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1M x 1MR.C.C., landing at suitable locations and railed with 3 rows of 20mm dia G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, from top to the floor inside of tank, M.S. M.H. cover with locking arrangement, lightining conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60m wide apron, painting on tank body vertical pipes, ladder, M.s. M.h. cover, ventillator column etc, complete with approved water proofing (apex)/ enamel paint, testing, filling water for testing purpose etc, including supply of vertical pipes and specials, assuming bearing capacity as 10MT/M² staging 12.00 meter. (a) 400 KL Sump (CWR-1) |
| 49 | (b) Thrust Block |
| 50 | Distribution Network & Related Components Dismantling of road For Pipeline laying-Dismantling of flexible pavements and disposal ofdismantled materialsupto alead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (as per abstract of pipe) |
| 51 | Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately ( As per attach Sheet ) |
| 52 | Restoration of Road-For Pipe Laying -Construction ofUn-reinforced , Cementconcretepavement, thickness as per design, over a prepared sub base with 43 grade cementoranyothertypePCCGradeM-30,Coarse and fine aggregate conforming toIS:383, maximum size od coarse aggregate not exceeding25 mm, mixed in a concrete mixer of not lessthen0.2 cumcapacity and appropriate weighbatcherusing approved mixdesign, laid in approvedfixedside formwork(Steel channel, layingand fixing of wedges. steel plates including levellingtheformworkandlayingandfixingof125micronthick polythene film, asper drawing), spreading the concrete with shovels,rakes ,compacted using needle,andplate vibrators, finishedin continuousoperationandcuringofconcreteslabsfor 14 days,usingcuring compound where specified andwater finishing to lines and grade as per drawings and technical specifications. |
| 53 | Earthwork for Cutting , filling and disposal of surplus earth (Distribution network) Excavation in Pipe Line Trenches Excavation in ordinary soil (loam, clay, sand) for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to the trenches or into the sides between foundation trenches or in to the plinth (75% of Total Quantity) |
| 54 | Excavation in soil mixed shigle boulders etc for pipe line tenches including lift 1.5 M and lead upto 30 M with backfilling , watering, ramming of excavated earth in the trenchesor into the sides between foundation trenches or in to the plinth (25% of Total Quantity) |
| 55 | Providing and laying of pipes (Distribution network) PE-100 Grade.Normal Pressure (PN) in 10kg/cm2 (a) 63 mm dia pipe |
| 56 | (b) 75 mm dia pipe |
| 57 | (c) 90 mm dia pipe |
| 58 | (d) 110 mm dia pipe |
| 59 | D.I. pipe conforiming to IS:8329/2000 Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes by overlap fusion joint including supply of "EPDM" rubber gaskets conforming to IS:5382-1985 with testing of pipe line complete. - D.I. Pipe S&S K-7 150 mm dia pipe |
| 60 | Providingand laying D.I. specialsof class K-12 suitable for push-on jointing as per IS: 9523-2000 (5% of DI Pipe weight) |
| 61 | Valves and Valve Chambers: (distribution Network)-Supplying of DI Valves Including Carting the same upto the site of work as per engineering norms (with cap) complete with bolts, nuts, rubber insertions etc. anywhere in uttarakhand. D.I. Sluice Valve pressure PN 1.0 (a) 100 mm dia |
| 62 | (b) 150 mm dia |
| 63 | Cartage, Installation,testing and commissioning of DI Valves as per engineering norms anywhere in Uttarakhand-DI Slauce valve gate valve(a) 100 mm dia |
| 64 | (b) 150 mm dia |
| 65 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Scour valves of approved make & design standard of following dia complete including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.C.I. D/F Sluice Valves Confirming to IS: 14846-2000( Kirloskar or equivalent) PN 1.0 D.I. Scourring pupose) (PN 1.0) 65 mm dia |
| 66 | Installation, testing and commissioning of Sluice valve (Scouring purpose) as per engineering norms anywhere in Uttarakhand D.I. SluiceValve (Scouring purpose) (PN·1.0)-65 mm dia |
| 67 | Supplying of Air Valves as per engineering norms of approved quality with bolts, nuts, rubber insertions etc. complete anywhere in uttarakhand-80 mm Diameter |
| 68 | Installation, testing and commissioning of Air Valves as per engineering norms anywhere in uttarakhand.- 80 mm Diameter |
| 69 | Supplying and Fixing of Fire Hydrant Valve IS 5290 (Flanged) Including carting the same upto site of work and fixing the same and water supply line Including the cost of valves,specials,labour and T&P Complete in all respect.-80 mm diameter |
| 70 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluicevalve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. |
| 71 | Barricading & display board- Providing and erecting 2.00 metre high temporary barricading at site: each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tubeosts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fi xed with 30x5rnm MS flat by suitable welding/riveting . The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. |
| 72 | House Connection-Providing and making house service connections from water supply distribution GI pipe line upto water meter chamber inside the property using GI pipe upto5 metre lengthincluding supply and fixing of electrofussion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works (Providing 20 % of required new house connection) |
| 73 | Supply of all labour, material required for restoring of existing house connection which might be damage during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and directed by Engineer in-charge. 15 mm size water connections. |
| 74 | Supply, installation, Testing and commissioning of Three Phase Digital rolling contact servo voltage stabalizer suitable for unbalanced voltage and unbalanced load including fixing of proper size copper lugs on input and output cabels on both ends at differnt sits on Turn key basis including five year free maintaince -Input voltage 280-460 volts(phase to phase) -Capacity 100 Kva |
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