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| 1 | Pump House |
| 2 | Construction of Pump House of size (3.60mx 3.00m x 3.00) cum chlorinating room size (1.8mx2.60m x 3.0m) as per type design. |
| 3 | Rising Main |
| 4 | SupplyoffollowingsizesofD.Ipipes classK-9 withalljointingmaterialsasperIS-8329/2000or itslatestamendmentsincludingF.O.R.destination and all taxes and insurance etc. complete |
| 5 | 80 mm dia DI.K-9 |
| 6 | Supply of D.I. D/F specials including F.O.R.destinationandalltaxesandinsuranceetc. complete |
| 7 | Excavation forpipelinetrenchesinordinarysoil (loam,clayorsand)includingliftupto1.5mand refilling, watering, ramming of excavated earth into trenchesand disposalofsurplusearthupto50mfrom the center of the foundation trenches. |
| 8 | Carting of following sizes D.I. pipes class K-9 and specialstothesiteofworkloweringtheminto trench and laying true to alignment including testingofpipelinebutexcludingcostoftrenching andcuttingofpipesetc.formakingoflengthbut including making joints. |
| 9 | 80 mm |
| 10 | Provision of construction of RCC thrust block |
| 11 | UNDER GROUND WATER RESERVOIR (UGR) / (CWR) 100KL |
| 12 | Supply of all materials labour T&P etc. complete and construction of R.C.C. (M30 Grade) UGR/CWR of 100 KL capacity awith main components, excluding cost of soil testing. |
| 13 | All the components of U.G.R./C.W.R will be casted in M30 concretewith cement, coarse sand and approved stone grit as per I.S. 11682 and I.S.456 |
| 14 | Minimumdepthoffoundationbeloworiginalgroundlevelwill be 4.5M |
| 15 | Seismic effects and wind load should be taken into considerationasI.S. 1893 forearthquake resistance andI.S. 875part-IIIforwindloadonstructure(thisareaisin seismic Zone IV and high damage risk zone for wind) |
| 16 | The above cast of U.G.R./C.W.R has been assumed that ,the bearing capacity of soil has been taken as 8 M.T.sqm. |
| 17 | Properventilatorattopdomeincircularshapeof8mdia. alongwithanR.C.C.coverofminimum1.50m diaand7.5 cm thickness,pillarofventilatorshouldbe minimum 50cm dia.The space between top dome and R.C.C. cover should be coveredwithmosquitonetofstandardqualityalongwith expanded metaled jali. |
| 18 | Water level indicator fabricated with good quality minimum 45mm x45mmx6mmM.S.angleand3mm thick6mm flat M.S.sheet. The indicator board scale made of 3mm thick M.S. plateshouldhaveaclearwidthofminimum25cmpainted with good Asian paint. It should also consists of 3mm brass wireropeminimum4smoothpulleysabout8cmdiawith guides,15cm diacopperballfloatwhichshallbe completely water tight suitable pointer of brass etc. |
| 19 | LighteningconductorasperI.S.S.2309ofitslatest amendments of latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductorsofprescribedmetalofpropersizeprescribedby ISS 2309-1969 and ISS 3013-1966 |
| 20 | C.I.manholeofmin60x60cmsizemadeofM.S.channel section with adequate cover made of M.S. sheet of minimum 3mmthicknesshingedwith manholewithlocking aarrangement.Thismanholeshouldbefixeattopdomeat proper place. |
| 21 | Construction of bed blocks in 1:2:4 PCC with cement, coarse sandandapprovedstonegritundereachduckfootbendto support the vertical pipes. These bed blocks should supported on the raft not on the soil . |
| 22 | Paintingofallconcretesurfaceandsteelpipeworkswith three coats of approved cement paint and anticorrosive paints. |
| 23 | Construction of Panel Room as per type design |
| 24 | Soil Testing |
| 25 | DISTRIBUTION SYSTEM |
| 26 | Excavationofearthinordinary soil(loam,clay or sand) for laying of pipe line including refilling and disposalofsurplusearthfordifferentsizeofpipe lift up to1.5m and 50 m away. |
| 27 | Supply of following sizes of pipe including rail way freightandcartageasperIS8329/2000ortheir latestamendmentsuptodivisionalstoreincluding all taxes etc. complete. |
| 28 | DI Pipe K-7 |
| 29 | 100mm dia |
| 30 | 125 mm dia |
| 31 | Supply of specials for above DI Pipe |
| 32 | Cartagefrom storetositeofworkforfollowing size(diainmm) DIpipesandSpecialscoupling, fittings,andloweringthesameintotrenchesand laying true to alignment and gradiant including testing of pipe lines cuttings of pipes for making up the length and making joints with bands, tees, endcapetc.with includingalljointingmaterials, labour,T&Petcrequiredforpropercompletionofwork. (excluding cost of trenching) |
| 33 | DI Pipe K-7 |
| 34 | 100mm dia |
| 35 | 125 mm dia |
| 36 | Supplyoffollowingtypesoffittingincludingrail way freight, cartage upto store, all taxes and insurance. DI D/F Indian Sluice Valves, Scour Valve Class-I as per IS IS: 14846: 2000 PN 1.0/ PN1.6suitableforaworkingpressureof10Kg/Sq.Cm. |
| 37 | D.I.D/F Sluice Valve |
| 38 | 100mm dia |
| 39 | Scour Valve 80mm dia |
| 40 | Fire Hydrant (Sluice Valve Type) |
| 41 | 80mm dia |
| 42 | CI Single ball type Air Valve |
| 43 | 50mm dia |
| 44 | Carting of following sizes D.I.D/F Sluice valve and specials from departmental store to site of work and loweringthemintothetrenches,fixinginposition andjointingthemwithpipelinesandtestingetc. complete (including supply of jointing materials) |
| 45 | D.I.D/F Sluice Valve |
| 46 | 100mm dia |
| 47 | Scour Valve 80 mm dia |
| 48 | Fire Hydrant (Sluice Valve Type) |
| 49 | 80mm dia |
| 50 | CI Single ball type Air Valve |
| 51 | 50mm dia |
| 52 | Supply of all type materials and construct followingchamber as per type design with supplyof all labour, T & P etc. complete. |
| 53 | Fire Hydrant Chamber |
| 54 | Air Valve Chamber |
| 55 | Surface Box Type |
| 56 | Dismantling of following type road and stacking of useful material and temporary reinstatement of road with old materials etc. complete. |
| 57 | Bituminous Road |
| 58 | CC Road |
| 59 | Interlocking Road |
| 60 | Reinstatementoffollowingtyperoadandstacking ofusefulmaterialandtemporaryreinstatementof road with old materials etc. complete. |
| 61 | Bituminous Road |
| 62 | CC Road |
| 63 | Interlocking Road |
| 64 | Provision of Water Connection |
| 65 | Miscellaneous works |
| 66 | Construction of Interlocking pavement for approach to water works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer ‐in ‐charge. |
| 67 | Drain |
| 68 | Water recharge Mechanism within the water works campus |
| 69 | E&M Work |
| 70 | Transportation of Rig Machine & its T&P/equipment\"s to the site of work including loading & unloading, baricating, erection & dismantling etc. |
| 71 | Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc. |
| 72 | Transportation of OP Unit and its T&P including loading & unloading. erection &dismantling etc. |
| 73 | Transportation of TUBE WELL ASSEMBLYincluding Loading , unloading with labour etc complete in all respect . |
| 74 | DC Drilling upto 135M |
| 75 | Drilling of 600 mm. dia bore from G.L. to 100 m BGL. |
| 76 | Drilling of 500 mm. dia bore from 100 mto 135 m BGL. |
| 77 | LOWERING OFTUBE WELLASSEMBLYAND SHROUDINGOF TW BY GRAVEL |
| 78 | Welding and lowering of TW Assembly (including electrodes welding set and generator etc. required for completion of work) as per following : Lowering of 200mm X 150mm dia (tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 120 m BGL. |
| 79 | 200mm dia MS ERW pipe from G.L. to 48 mBGL |
| 80 | 150 mm.dia M.S ERWplain/ slotted pipe from 48 m BGL to 100 m BGL |
| 81 | 150 mm.dia M.S ERWplain/ slotted pipe from 100 m BGL to 120 m BGL |
| 82 | TUBE WELL ASSEMBLY : Supply including loading & unloading of TW assembly of MSERW pipe. |
| 83 | M.S. Tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes) well cap, bail pliug, clamp, reducer, centre guide, support structure etc as required & as per typed design complete in all respect. |
| 84 | 200mm dia size MSERW housing pipe 7.1mm thick including with 1 no 200 X 150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick ,required M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc complete in all respect . |
| 85 | 150mm dia MSERW 7.1mm thick plain /slotted pipe including with required M.S ring 100X12mmthick , 1 noM.S. bail plug , required center guide etc comp in all respect. |
| 86 | PEA- GRAVEL |
| 87 | Supply of 1.6 mm to 4.8 mm size pea gravel duly screened and washed as per IS 4097 |
| 88 | DEVELOPMNET OF TUBE WELL |
| 89 | Development of Tube well by 250 PSI Compressoras per IS-11189 including Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. |
| 90 | DEVELOPMENT OF TUBE WELL BY 1 Cusec O.P. UNIT AS PER IS 2800 :- |
| 91 | Cutting of housing cover by gas cutter |
| 92 | Development of Tube well by 1 Cusec O.P. Unit including Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work. |
| 93 | Re-welding of Tube well cover by Electric welding |
| 94 | TEST : |
| 95 | Chemical and Bacteriological test of water sample from departmental approved lab |
| 96 | Electrical Logging of the Bore |
| 97 | Barricading Arrangement at Site during construction of TW & Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development( Compressor & O.P.Unit) of work. |
| 98 | Pumping Plant including Servo Stablizer and Chlorinating Plant 300 LPM/30 M Head |
| 99 | SITC of300 LPM, 30 m head or suitable head as per site condition and direction of engineer in charge 2900rpm, 5.0 HP submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) withStarter, panel,Submersible cable, kitkat, wooden board, as per site requirement suitable size of armoured cable, 6 LPH Electromechanical Type Dozer, 80 mm diax 3 mtr. longsize 36 meter column pipe, 80 mm dia NRV, 80 mm dia CI D/F Bend 90 Degree, 80 mm dia CI A/F Tee, 80 mm dia D/F pipe (1.5 m long 2 nos. and 1 m long 1 no.), earthing, painting, Toolset, Power wiring of pump house internal and external, 2 Tonne chainpully block P-type indef make, and all pumping plant accessories with nut bolts and rubber packing etc. |
| 100 | Fully automatic ServoVoltage Stabilizer having(10 KVA or suitable capacity as per actual site requirements and as per direction of Engineer in Charge) fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 200 V output voltage 470 V with T/F oil ,power cable & earthing etc.complete in all respect or as per direction of engineer in charge/ as per site requirement. |
| 101 | Pumping Plant & Its Equipments of CWR |
| 102 | 18000 LPH 25M head, 5 H.P.Clear Water 1450 RPM,surfacedischarge,self water lubricated V.T. Pumps (with Motor)/Submersible pump motor including Discharge head, Top shaft, rachet to prevent reverse rotation, suitable to couple with 3 phase 4 Pole,1450 RPM squirrel cage 400 V±10% 50 Hz, AC, Motor etc.with Bottom Suction to discharge & head as given below having Stainless Steel impeller, Stainless Steel Shaft, Upper & Lower casing, Shaft sleeves, Base frame, coupling & coupling guard etc. with column assembly dia as given below of total length of 6.0 Mtrs .Length of each column assembly shall not be more than 1.5 Mtr. as perspecification80/100 mm dia or as per site requirement ( Column Pipeshaft & Rubber spider)(or suitable head, H.P, RPM of pump motor & size & length of coloumn pipes as per site condition and direction of engineer in charge) |
| 103 | SITC of L.T.Panel ( Cubicle Type ) comprising of specified VFD/ Soft Starter, Breakers,Bus bar, switches, indicating instruments etcto operate for 05 HP motor - 2 Nos. (or suitable Capacity as per site condition and direction of engineer in charge)at 0.4KV +10%3phase,50Hz. A.C. and to control the above motors including 3 nos. extra outgoing of suitable capacity for different uses. It shall comprise of all protection devicesas per latest I.S.S. specifications. |
| 104 | SITC of D.I. double flanged non rising spindle sluice valve P.N 1.0 IS:14 sub, CI body / wedge / bronze ring / S.S 410 shaft construction & S.S. IS : 6603 Gr. 12 CR 12 CISI marked manual operation Size 80 mm dia or as per site requirement/direction of engineer in charge. |
| 105 | SITC of D.I. double flanged manually operated Reflux valve generally conform to IS:14846 having body, door,dome, gland in graded cast iron to IS:210, Gr.Fg.260,four faces of SS ASTM A743 Gr.CF8 and spindle nutof leaded tin bronze to IS:318, outside screwed rising stainless steel AISI:431 spindle. Valves of size 350mmø and above will be with BTB and gear boxarrangement for ease in operation. Valves to be testedby closed end method only. Flanges to be drilled as per IS:1538 Part-IV & VI. Valves are suitable for hydrostatic test pressure of 10Kg./Cm2 for seat and 15Kg./Cm2 for body(PN-1 rating) 80 mm Dia or as per site requirement/direction of engineer in charge. |
| 106 | SITC of M.S. Pipes & Specials of 80 mm dia as per detailed specification and approved layout of pumping machinery & size mentioned by the department or as per site requirement/direction of engineer in charge. |
| 107 | SITC of Glyscerine filled pressure gauge Bourdon\"s type of 150 mm dia as per IS 3624 : 1987 with brass cock, syphon tubeetc.as per standerd specification. |
| 108 | Providing C.C.foundation inM -200 Grade as per detailed specification. |
| 109 | Supplying, erecting, testing & commissioning of Hand operated Travelling Crane (HOT) (single bridge girder carrying two wheels , complete with chain pulley block, load chain of welded construction of alloy steel as per IS:2429, hand chains for hoisting & traverse mechanism, totally encased Gears, trolley, trolley track wheels. Axle & shaft, swivel type lifting hook as per IS:3815, lock to prevent hook from swivelling, brakes for lifting gear, suitable for the above parameters and as per the direction of the Engineer. Capacity 2 TonSpan 4 M Lift 3.0 M |
| 110 | Supplying and fixingelectrically insulating rubber mat with class A insulation conforming to IS: 15652 – 2006 & CPRI tested having 20 mm thickness. |
| 111 | Providing, lowering, laying, jointing, Commissioning & Giving test and trial ofXLPE insulated , armoured cable, ISI Marked,with stranded or solid conductor as per detailed specification. |
| 112 | a) 0.415 KV,3.5Core, 25 sq mm Alluminium Cable (Transformer to LT Panel ) |
| 113 | b) Supplying and erecting flat flexible 3 core 4 sq mm Armoured copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 114 | Making trench in soft soil having 0.75 m depth and minimum 0.3 m width for laying provided cables up to voltage level of 1.1/0.415 kV complete |
| 115 | Providing , ereting and giving satisfactory test and trial of plate type earthing as per detailed specification. |
| 116 | Supplying and erecting GI Earthing strips with GI clamps of suitable size as per detailed specifications. |
| 117 | CE / UL certified Field critical point Pressure Transmitter compatiibilty with VFD |
| 118 | Providing, fabricating iron work of ISMB, ANGLES, CHEQUARED PLATE, MS FLAT for base frame, panel stand, square bar for crane,cable tray, supports of ventilation ducting and items related to crane with bars of crane & all other similar work including cutting, bending, welding and painting as per detailed specification. |
| 119 | Providing & erecting intrnal and external Electrification of CWR/Under ground reservoir. |
| 120 | Providing & fixing Ventilation System complete in all respect. |
| 121 | ProvidingTools & fire fighting equipments of standard make as per detailed specification. |
| 122 | Three Month Trial & Run of TW,Pumping plantUnder ground reservoir with consumable items till handing over includingwatch & ward . |
