Construction And 5 Years Of O And M Of Water Supply System In Jhumri Telaiya Intake Works Rising Main 35.50 Mld Water Treatment Plant Clear Water Main Elevated Service Reservoirs Distribution Network And House Service Connections
Tender Value
117.12 Crore
Estimated cost
Bid Submission
25 May 2022
0 days left
EMD
1.17 Crore
Bank guarantee accepted
Document Fee
25000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Koderma → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction And 5 Years Of O And M Of Water Supply System In Jhumri Telaiya Intake Works Rising Main 35.50 Mld Water Treatment Plant Clear Water Main Elevated Service Reservoirs Distribution Network And House Service Connections
BOQ
| Sl. No. | Item Description |
| 1 | Earthworkinexcavationof foundationtrenchesof toe wall, spillway ,head regulator, outlet , intake well etc. as per designed section in all kind of soil including moorum soil,soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same(beyond 50m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I. |
| 2 | Earth Work in excavation (As perI.S. 3114/1965)for laying of Different types and size of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earthwithin initial leadand lift as per specification and directionof Engineer in-charge (b) For classification of soil item -B |
| 3 | Providing ,coarse clean sand in filling in foudation trenches /in Plinthincluding ramming & watering in layersnot exceeding150 mm thick with all leads lift including cost of all materilas ,labour , royalty all complete as per building specification & direction Of E/I |
| 4 | Providing designation 75A one brick falt soling joints filled with local sand including cost of watering royalty all complete as per building specification and direction of E/I |
| 5 | Providingand laying P.C.C or R.C.C. M-150 with nominal mix of (1:2:4)in foundation with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing, and royalty all complete as per building specification and direction of Engineer-in-Charge. |
| 6 | M-10 |
| 7 | M-15 |
| 8 | M-20 |
| 9 | Providing and laying P.C.C. or R.C.C. M-25 with nominal mix (1:1:2) in various components of dam superstructure with -do- complete job as per specification and direction of E/I. |
| 10 | Earth work in filling in foudation trenches & Plinth in layersnot exceeding 150 mm thick well watered ,rammed ,fully compacted & finedressed with earth obtained fromexcavation of foundationtrencheswithin a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I ( Mode of measurementcompacted volume) |
| 11 | Providing TMT reinforcement (TOR steel) 12 mm as per approved design drawing,removal of rust cutting, bending,binding including supplying an nealed wire placing MS rods in position all complete job as per specification and direction of E/I. |
| 12 | Providing designation 75 A brick work in CM 1:6 in superstructure with approved quality of clean coarse sand of FM 2 to 2.5 including providing 10 mm thick mortar joints,cost of screening of materials ,scaffolding ,racking out joints to 15 mm depth curing, and royalty all complete as per building specification and direction of E/I. |
| 13 | Providing 12mm thick cement plaster(1:6)withcleancoarse sandof FM1.5including screening, curing with all leads andlifts of water scaffolding and royalty all complete as per buildingspecification and direction of E/I. |
| 14 | Supplying fitting and fixing fully glazed steel door window or ventilators of standard rolled Z and mullion section and sizes as per I.S.-1038 joints met and welded with 100x16x3 mm MS lugs fixed in cement concrete (1:2:4) blocks 15x10x10 cm size including cost of oxidized iron fitting with hinges,handle per teps, catch springs 3mm thick plain glass panes with Aluminium beads and inner frame fixed with lugs of 20 mm long 6.3mm G.I.counter sunk machine screw and nuts and applying a coat of red lead paint,carriage to work site hoisting and placing in position in all storey and all complete as per building specification and direction of E/I |
| 15 | Supplying fitting and fixing collapsible gate of approved size and make properly fabricated with vertical double channels 20x10x2 mm at 100 mm .Centers and braced with M.S. flat diagonals 20x3mm with top &Bottom rails of T-iron 40x40x6 mm with 38 mm dia steel pulleys complete with bolts,nuts locking arrangement stoppers handles including applying a priming coat of red lead paint,carriage hoisting and all complete as per building specification and direction of E/I. |
| 16 | Supplying fitting & fixing good quality ,well dressed & well seasoned sal wood work in choukhat in doors , windows , skylights , fan light and C/W celestial windows openings , including wedge over all clamps completeincluding application of two coats of wood preservative of approved quality on the surfacebutting walls & lintels all complete as per building specification & directionofE/I |
| 17 | Supplying all materials , labours and fitting & fixing 38 mm (1.5) thick good quality seasonedsal wood battened shutter ledged & braced in door and windows with oxidized iron fitting such as hingles ,sliding door bolts , tower bolts , handles or ings hooks and eye , cleats , sand block as per schedule & royalty all complete as perbuilding specification & direction of Engineer -in- charge. |
| 18 | Supplying , fittings & fixing M.S /Gril made of 20X6 mm M.S flat as perapproved design& drawing properlyfabricated with jointscontinous filllet welded and finshedsmooth , carriage of grill to worksite hoistingas per the building specification and direction ofE/I. |
| 19 | Providing two coat of snowcem of approvedshade and make over a coat of cement of primer on new surfaceincluding preparing the plasterded surface smooth with sand paper, scaffolding,curing and all complete as per building specification and direction of E/I. |
| 20 | Providing two coat of painting with ready mixed paint of approved shade and make oversteelsurface including cleaning the surface thoroughly scaffolding and ,es all complete as per building specification and direction of E/I. |
| 21 | Providing R.S.Joist ISMB 350X140 mm size fitting and fixing in position including cutting to required in shape and size, its carriage applying a primer coat of redlead paint etc all complete as per building specification and direction of E/I. (two no. for base and one no. to pulling up of Pump)(iii) 10.50 Mx3 @ 52.40 Kg Per Metre) = 1.62 MT |
| 22 | Two nos. for Base of pump i.e. ground floor |
| 23 | one nos. below roof i.e. first floor |
| 24 | Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenches,well works by using pumps and other devices including disposing off water to safedistance as directed by Engineer-in-charge (including cost ofmachinery, labour, fuel), etc. |
| 25 | Providing & Fixing G.I.Pipe Railing having 1.0 m height consisting 50x50x6mm thick M.S.Angles as verticals at 1.5 m c/c, and additional poles at every corner with three rows of 25 mm dia G.I.pipes of medium class variety as horizontal &painting three coats of oil paint over 1 coat of anticorrosive paint of approved colour & shade including cost of all labour, transporting bends to urved shape,etc.complete. |
| 26 | Supplying fitting & Fixing M.S. grill gate with M.S. grills made 20x6mm M.S. flat or 16mm M.S. square bars fitted 25x25x6 mm M.S. angle frame of size 60x60x6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size, applying a priming red lead paint over steel work , ,es all complete as per drawing specification and direction of E/I. |
| 27 | Providing designation 75 A one brick on edge flooring in C.M (1:4)with top surface flush approvedquality of clean coarsesand of F.M 2 to 2.5 including the cost of screening ,raking outjointsto 15 mm depth , curing es,royalty all complete as per building specification and direction (E/I) |
| 28 | Providing all materials , labours & doing 3( three ) coat white washing with approvedquality of lime over the new surface including the cost of cleaningsurface thoroughly and removing the scales of smoke & ash marks with jhama rubbing ,scaffoldingwashing of floor sand all complete as per building specification and direction of E/I |
| 29 | Providing all materials,labours & doing 2 (two ) Coat colour washing over a coat of white wash with approved quality of lime & Colour over the new surface including the cost of clening surface thoroughly and removing the scales of smoke & ash marks with jhama rubbing , scaffolding washing of floor sand all complete as per building specification and direction of E/I |
| 30 | Providing two coats of painting with readymix paint over a coat of primer of approved shad and make over new wooden surface after cleaning, removing dirt scales ,smokes,grease and sand papering including cost of scaffolding all complete as per building specification & direction of E/I |
| 31 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning , removing rust ,dirt ,scales ,smokes and grease and cleaningthe surface thouroughly including cost of scaffolding all complete as per building specification and direction of E/I |
| 32 | Providing 2(two) coats of Paniting with ready mixed paints of approved shade & make over steel surafce including cleaning the surface thouroughly , scaffolding & es all complete as per building specification & direction of E/I |
| 33 | Supplying materials and labours for constructing inspection chamber of designation class 75-B bricks size 750 mm deep, 600 mm x 450 mm internal dimension having 250 mm wall thickness in cement mortar (1:6) including 12 mm cement plaster (1:4) with punning on side and cement plaster (1:6) with 600 mm x 475 mm G.I. cover with frame (weight not less than 36Kg.) along with earth work in excavation and 80mm thick PCC- (1:3:6) in foundation and refilling all complete as per specification and direction of E/I.. |
| 34 | Providing brickbats of90 mm to 45 mm size of approved quality in the gap between wall of the pit and earth including cost of materials, labours, royalty, cairrage at site etc all completeas per standard specifications and direction of the E/I. |
| 35 | Supplying, fitting and fixing vitreous white glazed earthen ware I W C of Perry Hindustan or any other iSS approved make with 100mm HC.I.‘P’ TRAP (15) Liters C.I. pull and let go flushing C.I.stern of names or other iSS equivalent make, complete with all fittings, C.I. or C.C. brackets 32 MM alkathenaePVC telescopic flush, pipe about 2m long with one brass coupling and clamps G.I. Chain and pull including supplying and fixing a pair or vitreous white glazed earth ware footrest to be fixed in floor 15mm C.I. body brass spindle stop cock of weight not less than 50Gms., 15mm PVCConnection pipe 450 mm Long and the exposed pipe and C.I.stern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I. |
| 36 | Supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of Perry of Hindustan or any other iSS approved make supported on painted C.I. or RS Brackets 32mm C.I. brass waste 15mm dia C.I. body brass spindle stop cock of approved quality of weight not less than 350grams 32mm PvC waste pipe 750mm long with brass coupling at one end and making plumber joints etc all complete as per specification and direction of E/I. |
| 37 | SupplyingS.W.R.U.P.V.C. pipesof approved make (Prinnc,Sudhakar or aqivalent aproved make) including Supplying labours tools and tackles, lubricant etc. for laying and jointingall es,carrige etc complete as per specification and direction of E/I. |
| 38 | 1) 110mm dia |
| 39 | 10\" (3 M) long double socket |
| 40 | 4\" (1.2 M) long double socket |
| 41 | 2\" (0.6 M) long double socket |
| 42 | 2) 75mm dia |
| 43 | 10\" (3 M) long double socket |
| 44 | 4\" (1.2 M) long double socket |
| 45 | 2\" (0.6 M) long double socket |
| 46 | Supplying SWR P.V.C fitting and louber,tools and equipments for laying of all sizeSWR fitting and fixingin trainches/on wall etc all complete as per direction of E/I |
| 47 | 110mm dia |
| 48 | Coupler |
| 49 | Door tee |
| 50 | Plain bend |
| 51 | Door bend |
| 52 | Door Y |
| 53 | Pipe clip |
| 54 | Vent cowl |
| 55 | Rubber ring |
| 56 | Door Gasket |
| 57 | 75mm dia |
| 58 | Coupler |
| 59 | Door tee |
| 60 | Plain bend |
| 61 | Door bend |
| 62 | Door Y |
| 63 | Pipe clip |
| 64 | Rubber ring |
| 65 | Round jali |
| 66 | Nahani trap with jali |
| 67 | 110mm X 75mm dia |
| 68 | P. trap(110X110mm) |
| 69 | Reducer(110X75mm) |
| 70 | Solvent cement |
| 71 | Supplying centrifugally cast (spun) ductileiron pressure pipeforwatersupplywith socketand spigot ends confirmingto IS8329/2000 in standard lengthsofclassK-9 suitable forpushonjoint (Rubbergasketjointing) with cementmortarliningoninside surfaceandoutsidezinc coating with bituminous paint includingall otheres insurancecarriagetowork sitewith loading Unloadingetc stacking includinginspection chargesandallesall complete. one no. gasket with each pipe. |
| 72 | DI - K9 Dia 150 mm |
| 73 | DI - K9 Dia 200 mm |
| 74 | DI - K9 Dia 250 mm |
| 75 | DI - K9 Dia 300 mm |
| 76 | DI - K9 Dia 400 mm |
| 77 | DI - K9 Dia 450 mm |
| 78 | DI - K9 Dia 500 mm |
| 79 | DI - K9 Dia 600 mm |
| 80 | DI - K9 Dia 700 mm |
| 81 | Supplying Labours Tools and Tackles for Testing of Lead CI or UPVC or HDPE or AC or DI pressure Pipe upto 60 m head of water all complete as per specification direction EI. |
| 82 | DI - K9 Dia 150 mm |
| 83 | DI - K9 Dia 200 mm |
| 84 | DI - K9 Dia 250 mm |
| 85 | DI - K9 Dia 300 mm |
| 86 | DI - K9 Dia 400 mm |
| 87 | DI - K9 Dia 450 mm |
| 88 | DI - K9 Dia 500 mm |
| 89 | DI - K9 Dia 600 mm |
| 90 | DI - K9 Dia 700 mm |
| 91 | ProvidingandsupplyingISI standard D.I. specials & fitting with sealingrubbergasketof S.B.R. complete with cast iron follower glandand M.S. nut & boltscoatedor otherwise protected from rusting and suitablefor D.I. pipes complete as per I.S.9523 Class-K-12. |
| 92 | Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainlesssteel spindle, caps including all transportation etc. complete.(without by-pass Arrangement-P.N-1.6)(With E.D) |
| 93 | DI - K9 Dia 200 mm |
| 94 | DI - K9 Dia 250 mm |
| 95 | DI - K9 Dia 300 mm |
| 96 | DI - K9 Dia 400 mm |
| 97 | DI - K9 Dia 450 mm |
| 98 | DI - K9 Dia 500 mm |
| 99 | DI - K9 Dia 600 mm |
| 100 | DI - K9 Dia 700 mm |
| 101 | Providing and supplying Air Valves as per IS-14845-2000 standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck,transportation upto departmental stores,unlodingand stackingin all respect etc. complete. |
| 102 | 50 mm Dia. |
| 103 | Providing and supplying Air Valves as per IS-14845standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance,third party inspection charges, loading, unloading ,transportation upto departmental stores. |
| 104 | 80 mm Dia. |
| 105 | Providing and supplying Air Valves as per IS-14845-2000 standard specifications double orifice type combined with isolating sluice valve, mounted in horizontal position and operated by wheel gearing, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading,transportation upto departmental store,in all respect etc. |
| 106 | 100 mm Dia. |
| 107 | Raw & Clear Water Rising Main |
| 108 | Supplying labours ,tools,tackles lubricantetcfor laying andjointingDI/ C.I.S/S Tyton pipes (class LA) trenchesupplying rubber gasket (Rubber gaskets confirmingto I.S.S.-5382-1969) and making gasketjoints including providingnightguard,barrier andred light to safe guard againstaccident ,all complete (Pipe to be supplied departmentally free of cost and laying of pipesis to bedoneas per (I.S.S. 3114-1985)as per design, specificationand direction of E./I.without gasket. |
| 109 | DI - K9 Dia 150 mm |
| 110 | DI - K9 Dia 200 mm |
| 111 | DI - K9 Dia 250 mm |
| 112 | DI - K9 Dia 300 mm |
| 113 | DI - K9 Dia 400 mm |
| 114 | DI - K9 Dia 450 mm |
| 115 | DI - K9 Dia 500 mm |
| 116 | DI - K9 Dia 600 mm |
| 117 | DI - K9 Dia 700 mm |
| 118 | Lowering,layingandfixingin proper alignmentand position all types of C.I.air valves as directed by Engineer –in–charge including cost of conveyance from store to site ofwork,cost of all material and givingsatisfactory hydraulic testing etc.complete.(forall class of valves). |
| 119 | 50 mm Dia. |
| 120 | 80 mm Dia. |
| 121 | 100 mm Dia. |
| 122 | Supplying Labourandtoolsfor fixing C.I.sluice valve in trencheswith a pair ofC.I.Tail pieceincludingmakinglead caulkedjoints and flanged joints as per I.S.S. specification, including supplying all jointingmaterials (Piglead confirmingto I.S.S. 782-1978, yarnconfirming to I.S.S. 6587– 1972and nuts andbolts confirmingto I.S.S. 1364 – 1983)includingdrilling holes in flangesif required as perspecification and direction ofE/I.(Sluice Valve and Pieces to be Supplied Departmentally Free of Cost) |
| 123 | DI - K9 Dia 200 mm |
| 124 | DI - K9 Dia 250 mm |
| 125 | DI - K9 Dia 300 mm |
| 126 | DI - K9 Dia 400 mm |
| 127 | DI - K9 Dia 450 mm |
| 128 | DI - K9 Dia 500 mm |
| 129 | DI - K9 Dia 600 mm |
| 130 | DI - K9 Dia 700 mm |
| 131 | Providing ,supplying & laying ISI standard C.I. specials & fitting with 600 mm dia double flanged tail piece 2 nos ,wheel stand 2 nos., CI strainer (surface area 3.50 sqm ) 2 nos. , 32 mm Dia rod approx 11 m long complete withM.S. nut & boltscoatedor otherwise protectedfrom rusting and suitable etc all complete. |
| 132 | Supplying materials and labou for fixing 20m dia M.S.bar steps in stening wall of 0.30 m intrenal and staggered in (1:2:4) cement concrete including scaffolding and curing etc.all complete as per specifiction and Direction of E/I. |
| 133 | Providing, constructing coffer dam in river basin/ dam storages as per type design includingexcavation, filling, the middle portion with B. C. soil (in gunny bags if requried). Providing impervious / semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge, till the complection of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. |
| 134 | Supply and delivery of Vertical water/oil lubricated statically, dynamically , hydraulically balanced turbine pump capable of discharging the following duty condition as given below due to all causes with surface discharge head confirming to IS 1710 and as amended as on date with accessories as per IS 5120/1977 ( Reaffirmed 2011 ) and as amended thereafter to suit the site condition. The speed, Number of stages, sizes of column pipes and line shaft indicated is based on site condition prevailing during investigation. The pump should be supplied with non reversible ratchet pin housing safety clutch, suction strainer etc. The Pump Bowl assembly shall be with bronze impeller running at 1450 RPM. The pump includes suitable head shaft, suitable 1.5 meter long SS line shaft required Nos. to suit the well depth, Rubber line shaft bearing of required Nos., C.I Bearing retainer of required Nos., 100 liter HDPE Pre- lubricating tank with 20mm PVC Rigid pipe connection along with GM gate valves, Suitable ERW column pipe of each 1.5m long of required Nos. to suit the well depth, Suction bell mouth of suitable size, M.S. clamps suitable for column pipe/line shaft -2 set and Spanner - 1 set etc. complete. |
| 135 | Discharge- 7480 LPM and Head- 20 m (1W+1S) (approx. 60 HP) |
| 136 | (Discharge-7887.5 LPM,Head- 85 M 205 HP.) |
| 137 | Discharge- 1170 LPM and Head- 64 m (1W+1S) (Approx 30 HP) |
| 138 | Add 7.5% extra for each 1.5 m length column pipe assembly in the above rate. |
| 139 | Panel: Supply, erection, installation, testing and commissioning of Main Power Distribution Panel cum MCP to be installed in Pump House. Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable gauge and size, dust and vermin proof and duly painted with two coats of super enameled paint of approved colour one coat of red oxide primer, consisting of proper power distribution 4 pole 630A copper busbar, 1 no. incoming feeder of 630A MCCB, 3 nos. outgoing feeder of 250A MCCB for pumps sets, 1 no. 250A MCCB forSpare feeder [ MCCB make:L&T/ Siemens/Schneider/ Havel\"s], 2 no. 32A& 1 no. 63A MCB for lighting and electrical utilities, 3 nos. suitable fully automatic star delta starter(make-L&T/Jyoti/SIEMENS/SCHNIEDER) suitable for required HP, switch disconnected isolator (TPN) rated (630A-415V), selector switches, Volt-meters, Ampere-meters, indicator lamps etc. all complete with internal wiring, protection units/relays and APFC panel with suitable capacitor banks of proper KVAR for Power Factor control. Including the cost of internal and external lighting by doing wiring and installing luminaries e.g. suitable Wattage LED light fittings with standard lumen in pump house, gangway etc. all complete for pumping plant. |
| 140 | Cable: Power wiring with required 400 Sq mm 3.5 core 1.1KV grade armoured Aluminum Cables XLPE/PVC insulated armoured cablefromTransformer to Main Power Distribution Panel (MCP) at Pump House. Including laying, jointing and making proper terminations, etc. all complete. |
| 141 | Cable: Power wiring with required 95 Sq mm 3 core 1.1KV grade armoured Copper cables from Main Power distribution Panel (MCP) to Motors & Staters at Pump House. Including laying, jointing and making proper terminations, etc. all complete. |
| 142 | Earthing: making earthing as per IE Rule for each motors. |
| 143 | Lightening Arrestor: Supplying, erecting approved make of Lightening Arrestor with necessary ancillary material complete for pumping plant as per IE rule. |
| 144 | Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tone capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark. |
| 145 | Transformer: Providing, erecting and commissioning out door type copper wound transformer (make- Kirloskar/ Schneider/ ABB / CGL/BHEL) continuously rated for 3 Ph, 50 Hz, at full load and temp. rise not exceeding 45º Cby thermometer in oil and 50ºC by the resistance inwinding after continuous run at full load rating, the transformer should have oil immersed winding having vector group DY 11, HT side connected in Delta and LT side connected in Star with neutral brought out connected to provided separate earthing. The transformer shall have power terminal arrangement, bushings/cable end box on HT side and cable end box on LT side. 2 Nos. channels with stoppers shall beprovided and fixed on the provided plinth for mounting the transformer. The transformer should have following standard fittings. Transformer shall be of latest manufacturing standards as per amended IS specifications and the Load & No Load losses shall be limited to the values given below or as per IS or Norms issued by JSEB whichever are lower. |
| 146 | 750 KVA (11/.433 KV) |
| 147 | 1250 KVA (11/.433 KV) |
| 148 | Cost of Supply, erection, installation, testing, commissioning & construction of DP structure & pcc foundation plinth and providing safety arrangementswith suitable no. of required poles etc. with different type of MS channels, M.S. angles, brackets, insulators, AB Switch, three set of horn gap fuse, DO Fuse, lightening arrester, stay sets, barbed wire, danger board, nut bolts, fabrication work required for the job, cost of providing earthing for transformer with all required material, labours, tools & tackles cost of providing disc & pin insulator for HV and LV side of the transformer, testing of dielectric strength of transformer oil etc. for transmission of power. All complete job as per I.E. rules and specification of Jharkhand state electricity board. |
| 149 | HT Line: Cost for provision of 11 KV HT Overhead Electric Insolated feeder line including cost of drawing 11 KV HT line up to Proposed substation from the nearest available power source, etc. all complete from JSEB. |
| 150 | Power Connection - Cost of taking power connection with metering from JSEB etc. all complete |
| 151 | Panel: Supply, erection, installation, testing and commissioning of Main Power Distribution Panel cum MCP to be installed in Pump House. Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable guage and size ,dust and vermin proof and duly painted with two coats super enameled paint of approved colour one coat of red oxide primer, consisting of proper power distribution 4 pole 500A copper busbar, 1 no. incoming feeder of 500A MCCB, 3 nos. outgoing feeder of 200A MCCB for pumps sets, 1 no. 200A MCCB for Spare feeder [ MCCB make:L&T/ Siemens/Schnieder/ Havell\"s],2 no. 32A& 1 no. 63A MCB for lighting and electrical utilities, 3 nos. suitable fully automatic star delta starter (make-L&T /Jyoti /SIEMENS /SCHNIEDER) suitable for required HP, switch disconnected isolator (TPN) rated (500A-415V), selector switches, Volt-meters, Ampere-meters, indicator lamps etc. all complete with internal wiring, protection units/relays and APFC panel with suitable capacitor banks of proper KVAR for Power Factor control. |
| 152 | Supplying transporting, the S.P. fire hydrants including duck foot bend, S.V. and S.V. road box, painting the hydrant,fixing the saddle piece, supplying, and layingrequired length of C.I. pipeline and jointing the same spun yarn,molten lead including caulking,fixing the S.V. road box in one brick masonry chamber in 1:5 C.M. with 12 mm thick 1:3 cement plaster both inside and outside on 1:3:6: C.C.150 mm thick etc, complete specified and directed.[As per I.S.900/1965 Revised] |
| 153 | Providing and supplying GI pipe including all carriage , royalty. |
| 154 | 25 mm dia (delievery) |
| 155 | 20 mm dia (Rising)=20x2 |
| 156 | 15 mm dia (delievery)=15x2 |
| 157 | Supplying and fixing of G.M ferrule of approved make in existing CI main including drilling and taping CI main all complete as per specification and direction of Engeer-in-Charge . 3 mm,6 mm, 10 mm. dia ferrule weight not less than 425 gram.( 10 mm dia) |
| 158 | Providingand fixing gun metal full way valve of approved quality, all complete as per specification and direction of E/I. |
| 159 | 25 mm dia (delievery) (weight not less than 500gms) |
| 160 | 20 mm dia (Rising) (weight not less than 400gms) |
| 161 | supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. |
| 162 | Elbow (25 mm dia) |
| 163 | Elbow (15 mm dia) |
| 164 | Elbow (20 mm dia) |
| 165 | Tee (25 mm dia) |
| 166 | Reducing socket (25 mm dia) |
| 167 | Plugs ( 25 mm dia) |
| 168 | Nipple (25 mm dia) |
| 169 | Nipple (15 mm dia) |
| 170 | Nipple (20 mm dia) |
| 171 | Union socket (25 mm dia) |
| 172 | Union socket (15 mm dia) |
| 173 | Union socket (20 mm dia) |
| 174 | socket (25 mm dia) |
| 175 | socket (15 mm dia) |
| 176 | socket (20 mm dia) |
| 177 | Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc. all complete as per specification and direction of E/I. |
| 178 | 25 mm dia (Delievery) |
| 179 | 20 mm dia (Rising) |
| 180 | Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction E/I. (Pipes to be supplied departmentally free of cost) |
| 181 | 20 mm dia (Rising) |
| 182 | Supplying labour and tools for fixing G.I. pipes with red lead and yarn of following nominal bore with screwed and coquetted joints on wall , calling and floor including supplying and fitting of wall hooks or pipe clamps, wo-iDen plugs, cutting pipe to size and threading ends if requiredetc. all complete as per specification and direction of enG.I.neer in charge (pipe with socket to be supplieddepartmentally free of cost) |
| 183 | 15 mm dia (delievery) |
| 184 | 20 mm dia (Rising) |
| 185 | 25 mm dia (delievery) |
| 186 | Providing and fixing 15mm dia male ended C.I. body brass spindle valve and seat bib clock of approved quality (wt- Not less than 400Gms. ) With extra socket all complete as per specification and direction E/I. |
| 187 | Cutting chajja or cornice for lying G.I. Pipe and restoring the same with R.C.C. (1:2:4) brick work in cement mortar (1:4) and cement plaster (1:4) as per specification and direction of E/I. |
| 188 | Making holes in walls for laying G.I. pipes and restoring the same after pipe laying as per specification and direction of E/I. |
| 189 | 125 mm thick wall |
| 190 | 250 mm thick wall |
| 191 | Polythene water storage tank of ISI mark (e.g. sintex /sinter/himgiri/gangotri etc.) with cover and locking system. Including carriage, installation charge.(2 nos X500 lit). |
| 192 | Wiring for light point / exhause fan / call bell / point with 1.5 sq mm Fr PVC insuatled copper condutor single core cable in surface / recessed PVC conduit ith piano type switch, phenolic laminated sheet, sutiable sizezs PVC / G.I box as reqd. |
| 193 | a) Group A (for two in one ) |
| 194 | Wiring for circuit / submain wiring along with earth wire with the folloing sizes PVC insulated copper conductor , single core cable in surface / recessed PVC conduit as reqd. |
| 195 | a) 2x2.5 sq mm + 1x2.5 sq mm earth wire (M.C.B. to board) |
| 196 | b) 2x4.0 sq mm + 1x4.0 sq mm earth wire (Main to M.C.B. light) |
| 197 | c) 2x6.0 sq mm + 1x6.0 sq mm earth wire (Main to M.C.B. Power) |
| 198 | d) 1x1.5 sq mm (for inverter wiring) |
| 199 | S/F Suitable sizes G.I/PVC box on surface or in recess with phenolic liminated sheet cover in front including providing and fixing 5 pin 5/6 amps socket outlet and 5/6 amps piano type switch connection, painting etc as reqd. |
| 200 | S/Fsuitable, size G.I./PVC. Box on surface or in recess with the phenolic liminated sheet cover in front including providing and fixing 6 pin 15/16 Amp socket outlet and 15/16 Amps piano type swich connection painting etc. as reqd. |
| 201 | 6x3 |
| 202 | S/f following way single pole neutral,sheet MCB distribution board,240 volts on surface/recess,complete with tinned copper busbar,neutral busbar,earth bar,detachable gland plate, interconnections,Phosphatized and powder painted including earthing etc.as reqd.(but without MCB/RCCB/Isolator) |
| 203 | a) 2 way singlle door (2x3) |
| 204 | b) 4 way singlle door (2x3) |
| 205 | S/F 6 Amp to 32 Amp rating 240 volts \"B\" series MCB suitable for lighting and other loads of following poles in the existing MCB DB complete with connection testing commissioning etc. |
| 206 | Providing and fixing following capacity double pole/TP & N sheet metal switch sisconector fuse unit in existing metal board with rewireable type fuses, including drilling holes in metal board,making connection,etc |
| 207 | a) 32 Amp. Double pole (1x3) |
| 208 | Supplying and fixing batten/angle holder including connection etc. |
| 209 | S/F 2 pin 5 Amp. Ceiling rose on the existing junctionbox /wooden block including connection. |
| 210 | 1 Nos |
| 211 | S/F following piano type switch/socket on the existing switch box cover including connection etc. |
| 212 | a) Electronic step fan regulator,mini. |
| 213 | S/F PVC/G.I. box of following sizes on surface or in recess with suitable size sheet cover,etc. |
| 214 | a) 4\"x4\" |
| 215 | b) 4\"x7\" |
| 216 | c) 6\"x8\" |
| 217 | d) 8\"x10\" |
| 218 | Earthing with G.I. earth pipe 4.5 mtr. Long,40 mm dia including accessories,and proving masonery enclosur ewith cover plate having locking arrangement and watering pipe etc. as per reqd.(but without charcol or coke and salt) |
| 219 | Extra for using salt and charcol for pipe earth electrodes as reqd. |
| 220 | Supplying and laying 8 SWG copper wire 0.50 mtr. Below ground level for condutor earth electrode,including soldering etc. |
| 221 | Supplying and fixing following ratting,double pole 240 volts isolator in the existing MCB DB complete with the connections, testing and commissioning etc. |
| 222 | a) 40 Amps |
| 223 | b) 63 Amps |
| 224 | S/F LED bulb with all necessary etc. as reqd.(9 watt) |
| 225 | S/F ceiling fan 48\" make Usha/Ortem/Orient with regulater and all accessories including complete. |
| 226 | Pushing of M.S. pipe of following dia for road crossing and Railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter, below 3.0 m depth including lowering, laying, jointing of M.S. casing pipe including cost of labour fuels and material, required welding machinary, tripod, chain pulley block, vrane, blower etc. transportation and dewatering etc. complete as diredeted by Engineer-in-charge but excluding cost of M.S. pipe |
| 227 | a)For 100 mm dia DI pipe -250 mm dia 12 mm thick casing pipe (2 Nos.) (40 M) |
| 228 | b)For 150 mm dia DI pipe -300 mm dia 12 mm thick casing pipe (3 Nos.) (40 M) |
| 229 | c)For 200 mm dia DI pipe -350 mm dia 12 mm thick casing pipe (2 Nos.) (40 M) |
| 230 | d)For 300 mm dia DI pipe -450 mm dia 12 mm thick casing pipe (5 Nos.) (40 M) |
| 231 | e)For 400 mm dia DI pipe -550 mm dia 12 mm thick casing pipe (4 Nos.) (40 M) |
| 232 | f)For 500 mm dia DI pipe -650 mm dia 12 mm thick casing pipe (2Nos.) (40 M) |
| 233 | g)For 700 mm dia DI pipe -850 mm dia 12 mm thick casing pipe (1Nos.) (40 M) |
| 234 | Conventional Water TreatmentPlant 35.50 MLD |
| 235 | Designing (aesthetically),providingconstructing and commissioningconventional Water TreatmentPlantconsisting of all civil ,Mechanical and Electrical works including cost of providing and applying Epoxy paint to inside surface of water retaining structures in contact with chlorineandproviding ant termitetreatmenttoentire structurebelowgroundlevel ,Mechanical and Electricals components ofvarioussub works as given below ,includingnecessary hydraulictesting ,structural testing ,equipment testing and trial run for 3 months,etc. complete as directedbyEngineer -in-charge.(Turn-Key Job). |
| 236 | Aerationfountain: Planareais not less than 0.625 sq mt per MLD. |
| 237 | VenturiFlume: With necessary device, consisting of simple mechanical indicator (Pedestal type gauge). |
| 238 | FlashMixer :Rapid mixing device, detention time60 secondstogive velocity gradient 300 to400 sec-1 vane mixer type confirming to IS 7090 of 1985 |
| 239 | Flocculator : Confirming to I.S. 7208 - 1974(Type -C) with detention period of 30 minutes. |
| 240 | Clarifier : -Horizontalflow circulartank , detentionperiod 2.5 hours,overflowrate30 cube meter per square meter per day(to be specified), weirloadingnotmorethan 300 cubicmeterperday,with mechanical sludge scraper confirmingtoIS10313_1982 with necessary inlet outlet arrangement. |
| 241 | RapidsandFiltersandFilter House :-Filter designed for filtration rate of 5000 liters per square meter per hour ,minimum 2 beds for plant up to 10 MLDforlargerplantsas specified,filters to be located in filter house with roof slab, pipegalleryandplatform minimum5.5 meterinwidth. With constant rate filtration or declining rate filtration. |
| 242 | Filter Sand: Effective size 0.45 to 0.70mm uniformly coefficient not more than 1.7 ,not less than ,depth of water over sand 0.75 m ,free board 50 cm ,gravel 0.45 m in depth ,sand and gravel confirming to I.S.8491 (i)-77 ,back wash by air wash ,standard appurtenances (to be specified ) ,rate of flow controller ,filter gauge ,sand expansion gauge ,etc. |
| 243 | Wash Water Tank: - Capacity to be specified and suitable to supply water to wash specified number of filter beds at a time 12 minutes @ 600 lit/sqm/min ,under a head of 12 m at under drain. |
| 244 | Wash WaterPumps: - Capacity to fill water tank in 1 hour with 100% standby. |
| 245 | Air Blowers: - Capacityof delivering 600 LMP per square meter of free air , of filter area at 0.4 kg/sq.cm at the under drains (100% stand by) for period of 5 min. |
| 246 | Chemicalhouseintwo storey\"s |
| 247 | Ground floor to accommodate 7 days alum requirement and sundry storage.(Minimum 4 m height) |
| 248 | Firstfloor to accommodatealum and lime tanks. Chain pully block etc.(Minimum 5 m height) |
| 249 | Solution Tanks: - Minimum 3 tanks (one for preparation ,secondfor dosing and thirdas stand by) , each tank capable of giving 8 hours maximum dosewithout interruption ,minimum free board 0.30 m ,trays for dissolving level indicator ,mechanical agitation devices , solution feed and drain lines ,solution feed device (Constant head device ,strength of solution up to 10% only ) confirming to I.S.9222 Part-I 1979. |
| 250 | Pure Water Sump and Pump House |
| 251 | Capacity of Sump :-One hour of designed flow. |
| 252 | Pump House: - Pump Houseof required size over the sumpor by the side. |
| 253 | Store House: - Suitable for alum storage of three months and 7 days temporary storage ,7 days TCL requirement in mansoon with 20% extra capacity for other sundry articles. |
| 254 | Vacuum feed type chlorinators- |
| 255 | Confirming to I.S.10533-A Part II 1983. |
| 256 | Rate for withdrawal |
| 257 | Temperature Kg. of Chlorine discharge per day |
| 258 | Degree \"C\"Cylinders |
| 259 | 45 67 Tones |
| 260 | 106.359.50 110 |
| 261 | 1510.75 16.10 130 |
| 262 | 2014.50 21.24 254 |
| 263 | 2 & above 18.70 28.12 315 |
| 264 | Chlorinator equipment and container room to confirm to I.S.10553 Part -I 1983. |
| 265 | 100% stand by shall be provided. |
| 266 | By pass arrangements C.I or M.S Pipes(i) By passing all units of T.P. , (ii) By passing flash mixture ,clariflocculator . ,(iii) By passing flash mixture , clariflocculator & filter units. |
| 267 | Disposalof waste from WTP: Safe disposal arrangement to nearby nalla including cost of pipe. |
| 268 | Drainage Arrangements - To decant all units of WTP with CI pipes up to boundary of each unit and further extension with RCC pipes to nearby nalla. |
| 269 | Electrical Installation - Both internal and external includingentire plant area. |
| 270 | Laboratory Equipment- As per requirement (to be specified during tendering) |
| 271 | Sanitary Blocks- Carpet area 15 square meter minimum up to 25 MLD and 25 square meter above 25 MLD. |
| 272 | Administrative block and internal road- To accommodate office room ,chlorine room ,laboratory room panel board room , blower room etc. and WBM road to connect all units from main gate of plot. |
| 273 | Rates given below are inclusive of uplift pressure if any and dewatering during entire work. |
| 274 | Cost of20 MLD treatment Plant |
| 275 | Add capacity above 20 MLD up to 50 MLD. |
| 276 | Eelevated Service Rreservoirs |
| 277 | Designing (aesthetically),and Constructing RCC Eelevated Service Rreservoirs of following capacitywith RCC staging consistingofcolumns,internal and external bracings spaced vertically not more than 4.5 meters centreto centre of E.S.R havingcapacityabove 500 m3 ¬morethan6 m c/c of E.S.R havingcapacity 500 m3 includingexcavation in all types of strata,foundation concrete,cement plaster with water proofing compound to the inside face of the container including refilling disposing ofthesurplus stuff within a lead of 50 meters,all labour andmaterialcharges including lowering, laying, erectinghoistingandjointing of pipe assembly of inlet, outlet, washout,overflow and bypass arrangements as per departmental design providing and fixing accessories such as M.Sladder,C.I.manhole frame and covers water level indicators, lightening conductor,G.I pipe railing around walk way and top slab,providingspiralstairscase from ground level toroof level,M.S Gril Gate of 2 Mtrs height with lockingarrangement,of approved Design B.B Masony Cambers for all valves,ventilating shafts providing and appling three coats of cement paint to the structure including roof slab and epoxy paint to internal surface and anti-termite treatment for underground part of the structure and giving satisfactory water tightness test as per I.S. code.The job to include painting the name of the scheme and other details on thereservoir as per directions of Engineer-in-Charge. |
| 278 | TheDesignof the structure be in accordance with relevant (I.S.3370-2009 or revised) |
| 279 | The design shall satisfythe stipulation as per IS 1893-1984 and I.S.13920/1993 for seismicforce and I.S.-11682/1985 for R.C.C.staging of overhead tanks. |
| 280 | For design having more than 6 columns, providing of internal bracing is obligatory, External bracing is also obligatory. |
| 281 | The entire structure shall be in M/250 mix only.However concrete in contact with water such as container,base slab,wall,roof slab & footingin water borne area shall be M-300. |
| 282 | Plainroundmild steel bars grade-I confirming toI.S., 432 Part-I or high yield strength deformed barsconfirming to I.S. 1786 or I.S.1139 shall be used, grade-II mild steel bars will not be allowed. |
| 283 | Irrespective of the type of foundation proposed in the design,one set of bracing be provided at the ground level. |
| 284 | Theserates are include providing ,M.S ladderfor E.S.R\"s upto 2 lakhs Liters Capacity and Providing spiral staircase for E.S.R. above2 lakhs liters capacity. |
| 285 | Staging shall be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250 extra Concrete in contact with water shall bedesigned & constructed in M=300 |
| 286 | Theserates are including the cost of upliftpressure if any and entiredewatering during execution.In case of water logging area where wateris struck at shallow depth extra\" provisionof dewateringshall be made as per site condition. |
| 287 | All condition given in the Member Secretary\"s Circular No. MJP/TS-I/350/1668 dt.2.08.97 andMPJ/S-I/350/2127 dt. 13.7.99 shall be strictly followed and additionalcost,if any due to these conditions is included in the rates mentioned below. |
| 288 | ESR-2 (2410KL, Staging - 19M) |
| 289 | ESR-5 (2340KL, Staging - 24M) |
| 290 | ESR-7 (2000KL, Staging - 24M) |
| 291 | ESR-8 (1020KL, Staging - 24M) |
| 292 | SUMP |
| 293 | Designing (aesthetically) and constructing RCC ground service reservoirs / RCC sumps in M-300 mix . Of required capacity including excavationin all types of strata , foundation concrete , container wells, bottom slab top RCC roof slab / or dome , 20 mm thick cement plaster with water proofing compound in CM1:3proportion to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material changes for laying and jointing of pipe assembly for inlet, outlet washout , over flow and bye -pass arrangement consisting of C.I/ M.SD/.F pipes , specials and valves of gavin diameter,provinding and fixing accessories such as M.S ladder inside and outside ,C.I Manhole frame and cover, at top slab,B.B masonry chamber for all valves ,ventilating shafts ,including giving satisfactory hydraulic test and water tightness test as pes IS code and providing three cost of cement paints to all expose surface of structure including roof surface etc. complete as per design data ,criteria ,obligatory requirements and detailed specifications. |
| 294 | Anti - termite treatment shall be givien for under ground portion of the structure. |
| 295 | Note |
| 296 | The designing shell be in accordance with various relevant I.S specification (I.S 456/2000, I.S 3370-1965 or revised) |
| 297 | Only M.S bar grade I conforming to I.S432 part -I orhigh yieldstrength deformed bars conforming to I.S 1786 or I.S 1139 shall be usedGrade -II M.S bars shal not be used. |
| 298 | Entire Structure shell be in M-300 |
| 299 | The scope of pipeassemblywork shall be upto 5 m beyond out side face of the well , cost of pipevalves and specials is not included in the rate but leber cost for layingand jointing is included. |
| 300 | The G.S.R / Sump above 15 laks liters capcity shell be intwo compartment . |
| 301 | The job includes designing the structure for up lift pressure and dewatering if required during entire execavted stuff within lead of 50 m as directed by Engineer -in-change . Ifup lift considered in design , then these rate shell be increased by 7.5%. |
| 302 | G.S.R outlets shell be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate .Sump well includes cost of suction pit required at bottom. |
| 303 | for pipe diameter upto 300 mm only C.I pipe and C.I specials shell be used. Four pipe diameter above 300 mm ,M.S. pipe and specials minimum 10 mm thickbe used with proper anti corrosiveepoxy treatmentfrom inside and outside. |
| 304 | Cost of pump house isnot included in these rates . |
| 305 | Aboverates areapplicable for sismic Zone 2, 3 and 4 . |
| 306 | 75% part shall be payable forreinforcement, concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. |
| 307 | cost of 3,00,000 litres capacity |
| 308 | Add for Capacity Above 3,00,000 litres Upto 5,00,000 Literes |
| 309 | Puuca Road ( Except black top only taken out material to be used ) for cutting road as per requirement. Assuming 40% of total road cutting. |
| 310 | Water bound Macadam road ( taken out material will be used )for cutting road as perreuirement . |
| 311 | Supplyingcentrifugally cast(spun) ductileironpressure pipe for watersupplywith socket and spigot ends confirming to IS 8329 /2000instandard lengths of class K-7 suitable for push on joint ( Rubber gasket jointing) with cement mortar liningon inside surface and out side zinc coatingwith bituminous paint includingall other es insurance carriage to work site with loading Unloading etc. Including inspectioncharges andall complete ( including 1 Nos. rubbergasket along with each pipe) |
| 312 | 100 mm |
| 313 | 150 mm |
| 314 | 200 mm |
| 315 | 250 mm |
| 316 | 300 mm |
| 317 | 350 mm |
| 318 | 400 mm |
| 319 | 500 mm |
| 320 | 600 mm |
| 321 | ProvidingandsupplyingISI standard D.I. specials & fitting with sealingrubbergasketof S.B.R. complete with cast iron follower glandand M.S. nut & boltscoatedor otherwise protected from rusting and suitablefor D.I. pipes complete as per I.S.9523 Class-K-12. |
| 322 | Supplying Labours Tools and Tackles for Testing of Lead CI or UPVC or HDPE or AC or DI pressure Pipe upto 60 m head of water all complete as per specification direction EI. |
| 323 | 100 mm |
| 324 | 150 mm |
| 325 | 200 mm |
| 326 | 250 mm |
| 327 | 300 mm |
| 328 | 350 mm |
| 329 | 400 mm |
| 330 | 500 mm |
| 331 | 600 mm |
| 332 | Supplying labours , tools tackles ,lubricant etc for laying and jointing DI/C.I.S /S tyton pipes(class LA) trenches supplyingrubbber gasket( Rubbergasketconfirming toI.S.S -5382 -1969 ) and makinggasket jointsincludingprovidingnight guard , barrierand red lightto safeguard against accident all complete( Pipeto be supplied depatmentally free of cost and laying of pipes is to be done as per( I.S.S 3114-1985 ) as per design , specification and direction of E /I.(without gasket) |
| 333 | 100 mm |
| 334 | 150 mm |
| 335 | 200 mm |
| 336 | 250 mm |
| 337 | 300 mm |
| 338 | 350 mm |
| 339 | 400 mm |
| 340 | 500 mm |
| 341 | 600 mm |
| 342 | Labour Charge for one cutting of cast iron/DI pipe & specials including supplying ,necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I. |
| 343 | 100 mm |
| 344 | 150 mm |
| 345 | 200 mm |
| 346 | 250 mm |
| 347 | 300 mm |
| 348 | 350 mm |
| 349 | 400 mm |
| 350 | 500 mm |
| 351 | 600 mm |
| 352 | Providing, installing and giving satisfactory field testing of bulk water meter, horizontal inferential multijet type with magnetic drive and dry dial suitable for ambient 50º C Temperature duly sealed against tampering complete with flanges at both ends and conforming to class B as per ISO 4064 along with manufacturer\"s test certificate and guarantee certificate, including cost of all materials and labour etc with OIML. MID certification for Abroad meter and FCRI for India including 36 months guarantee etc complete. |
| 353 | 150 mm dia |
| 354 | 200 mm dia |
| 355 | 250 mm dia |
| 356 | 300 mm dia |
| 357 | Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worm gear arrangements as per test pressuresatainlesssteel , spindle , capsincluding all transportationetc. complete.(PN-1 without byepass arrangement. with ED) |
| 358 | 100 mm |
| 359 | 150 mm |
| 360 | 200 mm |
| 361 | 250 mm |
| 362 | 300 mm |
| 363 | 350 mm |
| 364 | 400 mm |
| 365 | 500 mm |
| 366 | 600 mm |
| 367 | Supplying Labour and tools for fixing CI sluice valve trencheswitha pairof C.I Tail pairincluding making ) flangedjointsas perIS specificationconfirming to I.S.S 782-1978 confirming to I.S.S6557-1972 and nuts and boltsconfirming to I.S.S1364 -1983 ) . Including drilling holes in flangedif required as per specificationand direction ofE/I . |
| 368 | Sluice valve |
| 369 | 100 mm |
| 370 | 150 mm |
| 371 | 200 mm |
| 372 | 250 mm |
| 373 | 300 mm |
| 374 | 350 mm |
| 375 | 400 mm |
| 376 | 500 mm |
| 377 | 600 mm |
| 378 | Scour Valve |
| 379 | 100 mm dia |
| 380 | House Connection |
| 381 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M-Including all lifts,leveling ramming the foundation trenches,removing roots of trees, shards all complete as per approved design,building specification and direction of E/I. |
| 382 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials ,Labour,royalty and es all complete as per building specification and direction of E/I (mode of measurement competed volume). |
| 383 | Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm isgraded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, es and royalty all complete as per building specification and direction of E/I. |
| 384 | Providing 12mm, cement plaster (1:3) with clean coarse sand of F-M 1-5 including screening, curing with all leads and lifts of water, scaffolding and royalty all complete as per building specification and direction E/I- |
| 385 | Earth work in beak filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction E/I.(For classification for Soil item –A & B.) |
| 386 | Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only assurance certificate from quality agencies like WRC/CIPET (India)/DVGM/KIWA/SPGN etc. for usage in Drinking Water with quality system The cost shall include testing of all materials, all Central,Sate , Municipal, Inspection charges, transportation up to site, transit insurance, loading, as specified and directed.unloading, stacking etc. complete as specified and directed. 20 mm dia |
| 387 | Providing and supplying G.I. pipes for usage in drinking water with quality system. The cost shall include testing of all materials all ,loading ,unloading ,staking etc. all complete as per specified and directed. 15mm dia |
| 388 | Lowering ,Laying and jointing HDPE Double Wall Corrugated Pipes for non pressure Underground drainage and Sewerage applications and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour material except O ring coupler giving satisfactory hydraulic testing as per relevant ISO etc complete. 20 mm dia |
| 389 | Supplying labour and tools for fixing G.I. pipes with red lead and yarn of following nominal bore with screwed and coquetted joints on wall, calling and floor including supplying and fitting of wall hooks or pipe clamps, wo-iDen plugs, cutting pipe to size and threading ends if requiredetc. all complete as per specification and direction of enG.I.neer in charge (pipe with socket to be supplieddepartmentally free of cost)- 15 mm dia |
| 390 | Supplying and fixing of G.M. Ferrule of approved make in existing C.I. Main including drilling and taping C.I. main all complete as per specification and direction E/I. 1.3mm, 6mm and 10mm ferrule weight not less425 Gms. |
| 391 | Providing and fixing Gun metal full way valve of approved quality all complete, as per specification and direction of E/I. 20mm dia and weight not less than 400 Gms. |
| 392 | Providing and fixing 15mm dia male ended C.I. b-iDy brass spindle valve and seat bib clock of approved quality (wt- Not less than 400Gms. ) With extra socket all complete as per specification and direction E/I. 15 mm dia |
| 393 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction E/I. |
| 394 | 20 mm dia Elbow |
| 395 | 15 mm dia Elbow |
| 396 | 20 mm dia Reducing Socket |
| 397 | 20 mm dia Nipple |
| 398 | 15 mm dia Nipple |
| 399 | 20 mm dia Union Socket |
| 400 | 15 mm dia Socket |
| 401 | 20 mm dia Socket |
| 402 | Providing, installing and giving satisfactory field testing of Domestic water meter,horizontal inferential multijet type with magnetic drive and dry dial suitable for ambient 50º C Temperature duly sealed against tampering complete with couplings at both ends and conforming to class B as per IS 779/1994 (VI Revision) with ISI mark along with manufacturer\"s test certificate and guarantee certificate, including cost of all materials and labour.15 mm dia. |
| 403 | Valve Chamber |
| 404 | R.C.C. Valve Chamber |
| 405 | (1.20mx.90mx1.50m) |
| 406 | Thrust Block |
| 407 | RCC Thrust Block for up to 200 mm dia Pipe |
| 408 | RCC Thrust Block for 250 mmto 350 mm dia Pipe |
| 409 | RCC Thrust Block for 400 mmto 500 mm dia Pipe |
| 410 | RCC Thrust Block for 600 mmto 700 mm dia Pipe |
| 411 | ENVIRONMENTAL MANAGEMENT PLAN (EMP) |
| 412 | Tree plantation atproject sites |
| 413 | Air quality monitoring for paramameters; PM 10 ug/m3, so2, NOX,CO |
| 414 | Noise levels monitoring To identify sources of noise, Noise due to traffic/transportation of vehicles, Noise due to heavy equipment operations, Duration and variations in noise over time etc., the equivalent, noise levels should be monitored (Lday and Lnight in LeqdBA) from NABL approved laboratory and submission of report complete in all respect. |
| 415 | Surface water monitoring PH, TDS |
| 416 | Surface water monitoring PH, TDS |
| 417 | Surface water monitoring for total coliform, faecal coliform, IS10500 and as per CPCB criteria |
| 418 | Surface water monitoring PH ,TDS < Tasta& Odour, Turbidity Magnesium ,Total hardness, Total alkalinity, chloride ,sulphate , nitrate ,fluoride ,calcium iron postide, manganese, |
| 419 | Raw Sewage Analysis Collecting representative sample and Physical & Chemical testing of Parameter from NABL approved laboratory as per CPHEEO manual: PH, Temprature, TSS, TDS, Inorganic dissolved solids, Alkalinity as CaCO3, tatal hardness as CaCO3, chloride as CI, sulphate as S04, Floride as F, Phosphate as P04, Ammonical Nitrogen as N, Sodium as Na, TKN, BOD at 200 C, COD, Silica as SiO2, oil and grease, sulphide as S, phenolic compound and submission of report complete in all respect. |
| 420 | Capacity BUILDING |
| 421 | Training on EMP implementation (50 person for 1 days ) |
| 422 | SCADA System |
| 423 | Integration panel - Wirelesscommunication panel-Scope of work-(SITC of integration panel to communicate with the centralized SCADA centerproposed underranchi water supply scheme.The integration panel shall consist of redundant RTU ,with redundant power supply modules,redundant GPRS communication modules and 16\" panel color HMI.The panel shall be rated to IP-68.The RTU panel shall be enclosed with IP-68 rated enclosure to house the panel and UPS system. The panel design shall consists of the following on a minimum for security of the panel: Door switch: shall initiate a signal to the central SCADA center when the door is opened. Flashing light with siren atop the panel with grill covering: shall flash and siren when the panel is opened on site. This shall indicate unauthorized access to the panel.PLC Panel, PLC based control monitoring and communication software, Surveillance system, Supply, Installation, Commissioning, Testing, Terminating & Interfacing Software Design to PLC and commissioning of SCADA software with required hard tags |
| 424 | Carriageofmaterials |
| 425 | cement ( lead up to 2 km ) |
| 426 | Steel ( lead up to 2 km ) |
| 427 | Sand ( lead up to 10 km ) |
| 428 | Chips ( lead up to 10 km ) |
| 429 | Bricks ( lead up to 6 km ) |
| 430 | Carrying out opration & maintenance of works for a period of 5 years including cost of all supervisory staff, materials, chemicals, equipments, consumables, including sludge analysis and disposal, establishment, maintenance & repairs, inclusive of comprehensive opration and maintenance of complete instrumentation, control and automation system with manpower to operate the WTP & pumping stations (24 X 7) data transmission cost to centralized SCADA center, Comprehensive maintenance of field instrumentation, control & automation at all location etc complete as per directed by Engineer - in - Charge. (The Bid will be rejected if the bidder has not quoted O&M cost in follwoing rows.Price bid will be evalueated based on methodology given in the clause 1.7of section 3 of bid document ) |
| 431 | Operation and Maintenance for 1st Year Exluding annual repair charge |
| 432 | Operation and Maintenance for 2nd Year Including annual repair charge |
| 433 | Operation and Maintenance for 3rd Year Including annual repair charge |
| 434 | Operation and Maintenance for 4th Year Including annual repair charge |
| 435 | Operation and Maintenance for 5th Year Including annual repair charge |
| 436 | Max guaranteed electricity consumption (please quote quantity in KWH/year for the following rows in column \"M\". This cost will be used for eveluation) |
| 437 | 1st Year |
| 438 | 2nd Year |
| 439 | 3rd Year |
| 440 | 4th Year |
| 441 | 5th Year |
AI Tender Summary
Tender Timeline
Apr 13, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMay 25, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 25, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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