Construction and five years of Operation and Maintenance of Water Supply System in Jhumri Telaiya

Amount

Earthwork in excavation of foundation trenches of 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.

Initial Lift

Earthwork in excavation of foundation trenches of toe wall, spillway,head regulator,outlet,intake well etc. as per designed section in ordinary rock or soft rock (vide classification of soil item-C)with disposal of soil (beyond 50m from the edge of the trenches) with initiol lead of 150mand initial lift of 1.5m as per specification and direction of E/I.

1st lift

2nd lift

3rd lift

Earthwork in excavation of foundation trenches of toe wall, spillway,head regulator,outlet,intake well etc. as per designed section in hard rock wherte blasting is needed and stacking properly in approved stack size in approved stack yardn (beyond 50m from the edge of the trenches) with initiol lead of 150mand initial lift of 1.5m as per specification and direction of E/I.

4th lift

5th lift

Earth Work in excavation (As per I.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 earth within initial lead and lift as per specification and direction of Engineer in-charge (b) For classification of soil item -B

Earth Work in excavation of foundation trenches as per design section in ordinary or soft rock (vide classification of soil item-C) and disposal of excavated materials so obtained (50 M 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.

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, levelling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I.

Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I

E/W in Excavation in foundation trenches in ordinary soil (Vide classification of soil Item -A) & disposal of excavated earth obtained to a distance up to 50 M including all lift leveling ramming the foundation trenches removing root of trees scrubs all complete as per approved design.

Earth work in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge ( forclassification of Soil item A&B)

Earth work in filling in foudation trenches & Plinth in layers not exceeding 150 mm thick well watered ,rammed ,fully compacted & fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I .

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50m and lift of 4-5m all complete as per building specification and direction of E/I.

PCC/RCC

Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specification. PCC grade M15 using batching plant and concrete pump.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone III) : 4graded stone aggregate 20mm nominal size with water proofing materials in cement concrete work in doses by weight of cement as per manufactures specification.

Providing and laying in situ Cement concrete of trap /granite /quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only.

Providing and casting in situ cement concrete of trap/ granite/ quartzite/gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer-in-Charge including narmol dewatering,sentering plywood, formwork bully/steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimoum thickness if special finish is to be provided and curing etc complete.

Providing and costing in situ cement concrete of trap/ granite/quartzite/gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer-in-Charge including narmol dewatering ,centering plywood, formwork bully/steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimum thickness if special finish is to be provided and curing etc.complete (by weigh bacthing and mix design for M-250 only.

Providing and casting in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work as per detailed drawing and designs or as directed by Engineer in Charge including normal dewatering, 'plywood form work, bully/steel propups, compaction , finishing and curing, etc, complete. (By weigh batching and mix design for M-250 (excluding M.S. or Tor In RCC M-250) For Columns

Providing and laying Reinforced cement concrete in walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc, up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1.5:3 (1 cement : 1.5 coarse sand zoneIII: 3 graded stone aggregate 20mm nominal size.

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staricases and sprial stair cases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zoneIII) :3 graded stone aggregate 20mm nominal size)

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sourecs Portland Pozzolana/ Ordinary portland/ Portland Slag Cement admixtures in recommended proportion as per IS 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying curing carriage for all leads; but excluding the cost of centering shuttering, finishing and reinforcement as per the the direction of the E/I all works above plinth level upto level upto floor V level concrete of M25 grade with minimum cement content of 330kg/cum

Providing & fixing Hand Rail of approved Size by welding etc. to steel ladder railing , balcony railing, staircase railing & similar works including applying primer coat of approved steel primer. (GI(Galvanized Iron) pipes railing)

Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, 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.

Brick Work

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,taxes and royalty all complete as per building specification and direction of E/I.

Providing designation 75 A brick work in C.M. (1:6) in foundation 7 Plinth with approved quality of clean coarse sand of F.M 2 to 2.5 including Providing 10 mm thick mortar joints ,Cost of screening , materials , Scaffolding , raking out joints to 15 mm depth curing , taxes & royalty all complete as per building specification & direction of E/I

Providing designation 75A one brick falt soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I

Providing designation 75 A one brick on edge flooring in C.M (1:4)with top surface flush approved quality of clean coarse sand of F.M 2 to 2.5 including the cost of screening ,raking out joints to 15 mm depth , curing all complete as per building specification and direction (E/I)

Providing average 150 mm thick dry rammed khoa beaten to 112 mm compacted with water made of well burnd or jhama bricks including ramming properly till compacted thickness is achived curring and carrage of water with all leads making proper slope and blanding the top with cenent morter 1:10 all complete building specification and direction of E/I.

Providing 25 mm thick . First class patent stone flooring (1:2:4) with stone chips in two layers ,bottom layer 19 mm thick (1:2:4) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips in pannels including cost of curing , finishing the surface smooth by rubbing with carborandum stone with all complete as per building specification & direction of E/I

Providing brickbats of 90 mm to 45 mm size of approved quality in the gap between wall of the pit and earth including cost of materials, labours, taxes, royalty, cairrage at site etc all complete as per standard specifications and direction of the E/I.

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..

Providing rough dresseed random rubble stone masonry in cement motar 1:4 in foundation with approved quality of coarse sand of requiste F.M (2.5 to3.0) washed and screened with raking out joints,curing, scaffolding and its removal wherever required including royalty and taxes etc. complete job as per specification and direction of E/I..

Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I

Providing Neoprene Bearing (30cm x 30 cm) x 5cm x 14nos

Sanitary

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 alkathenae PVC 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 PVC Connection 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.

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.

Supplying S.W.R.U.P.V.C. pipes of approved make (Prinnc,Sudhakar or aqivalent aproved make) including Supplying labours tools and tackles, lubricant etc. for laying and jointing all es,carrige etc complete as per specification and direction of E/I.

1) 110mm dia

10' (3 M) long double socket

4' (1.2 M) long double socket

2' (0.6 M) long double socket

2) 75mm dia

10' (3 M) long double socket

4' (1.2 M) long double socket

2' (0.6 M) long double socket

Supplying SWR P.V.C fitting and louber,tools and equipments for laying of all size SWR fitting and fixing in trainches/on wall etc all complete as per direction of E/I

110mm dia

Coupler

Door tee

Plain bend

Door bend

Door Y

Pipe clip

Vent cowl

Rubber ring

Door Gasket

75mm dia

Coupler

Door tee

Plain bend

Door bend

Door Y

Pipe clip

Rubber ring

Round jali

Nahani trap with jali

110mm X 75mm dia

P. trap(110X110mm)

Reducer(110X75mm)

Solvent cement

Plaster

Providing 12 mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Providing 12 mm thick water proof cement plaster (1:3) with clean coarse sand of FM 1.5 with 5% cico or any other water proofing compound including screening curing,with all leads and lifts of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of FM 1.5 including screening ,curing with all leads and lift of water ,scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Providing 12 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. 1.5 washed and screened including curing, scaffolding wherever required and its . complete job as per specification & direction Of E/I.

Providing cement 1:3 (12mm ) plaster with cement mortar (1:3) using clean coarse sand finishing with neat punning a dado 6" (150 mm) high a side room and out side wall upto plinth level includng screening , curing with all leads & lifts of water , scaffolding all complete as per building specification & direction of E/I

Painting

Providing two coat of snowcem of approved shade and make over a coat of cement of primer on new surface including preparing the plasterded surface smooth with sand paper, scaffolding,curing all complete as per building specification and direction of E/I.

Providing two coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface thoroughly scaffolding all complete as per building specification and direction of E/I.

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

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 cleaning the surface thouroughly including cost of scaffolding all complete as per building specification and direction of E/I

Providing all materials , labours & doing 3( three ) coat white washing with approved quality of lime over the new surface including the cost of cleaning 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

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

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 complete including application of two coats of wood preservative of approved quality on the surface butting walls & lintels all complete as per building specification & direction of E/I.

Supplying all materials , labours and fitting & fixing 38 mm (1.5) thick good quality seasoned sal 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 all complete as per building specification & direction of Engineer -in- charge.

Providing ,coarse clean sand in filling in foudation trenches /in Plinth including ramming & watering in layers not exceeding 150 mm thick with all leads lift including cost of all materilas ,labour all complete as per building specification & direction Of E/I

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 safe distance as directed by Engineer - in charge (including cost of machinery,labour,fuel ),etc. complete.

TMT Reinforcement

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.

Providing tor steel reinforcement of 8 mm or above mm. dia bar as per approved design and drawing excluding carriage of bar to work site ,cutting,bending,and binding with annealed wire with cost of wire, removal of rust,placing the rods in position all complete as per Specification and direction of E/I.

Providing & Fixing G.I.Pipe Railing having 1.0 m height consisting 50x50x6 mm 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.

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.

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

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 taxes all complete as per building specification and direction of E/I.

Supplying , fitting and Fixing M.S Grill gate made of 20X 6 mm M.S or 16 mm M.S raurbar Flat fitted on 25 mm X 25 mm X 6mm M.S angle frame of size 60X60X6 as per approved design including cost of fabrication & drawing , properly fabricated with joints continuous fillet welded & finished smooth, providing necessary locking arrangements with Haskell & dummy duly fixed in C.C (1:2:4) blocks of reuired size applying a priming red lead paints over steel works , carriage of grill to work site , asper the building specification & direction of E/I.

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I.

Supplying , fittings & fixing M.S /Gril made of 20X6 mm M.S flat as per approved design & drawing properly fabricated with joints continous filllet welded and finshed smooth , carriage of grill to work site hoisting as per the building specification and direction of E/I

Supplying fitting & fixing 250X20X6 mm L-Type M.S. clamp properly fishtailed including making holes and setting the same in 375X125X75 mm.cement concrete block (1:2:4) with cost of all labour and materials and as per building specification and direction of E/I.

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 red lead 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).

Raw Water Machinery & Clear Water Machinery

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.

Discharge- 15775 LPM and Head- 47 m (2W+1S) (Intake to Pro. WTP)

Add 7.5% extra for each 1.5 m length column pipe assembly in the above rate.

Supply and delivery of Horizontal split casing centrifugal pump conforming to IS 1520 and as amended thereafter with CI casing and split glands, stainless steel shaft, hydraulically and dynamically balanced bronze impellers capable of discharging required quantity of water against a total head noted below due to all causes and with the accessories such as G.M air release cock, Grease cup, G.I priming funnel, M.S lifting hook, drip water G.I pipe connections, leading to the outside of pump house rubber water deflector, double flap foot valve, G.M strainer including unique tyre type coupling, common M.S fabricated base to mount pump and motor and other standard fittings etc complete. Pump shall be capable of discharging the specified quantity at the head noted at the minimum NPSH at site conditions. The shut off head shall be atleast 25% over and above the head at duty point. The pump shall be suitable for operation in AC three phase , 415 V , 50 Hz , 1500 RPM.

Therefore (4W +2S) Pumps Have been taken (Discharge-7887.5 LPM,Head- 85 M 205 HP.)

Discharge- 1170 LPM and Head- 64 m (2W+1S) (For existing WTP)

Cable: Power wiring with required 400 Sq mm 3.5 core 1.1KV grade armoured Aluminum Cables XLPE/PVC insulated armoured cable from Transformer to Main Power Distribution Panel (MCP) at Pump House. Including laying, jointing and making proper terminations, etc. all complete.

Cable: Power wiring with required 240 Sq mm 3.5 core 1.1KV grade armoured Aluminium Cables XLPE/PVC insulated armoured cable from Transformer to Main Power Distribution Panel (MCP) at Pump House. Including laying, jointing and making proper terminations, etc. all complete.

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.

Cable: Power wiring with required 35 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.

Earthing: making earthing as per IE Rule for each motors.

Lightening Arrestor: Supplying, erecting approved make of Lightening Arrestor with necessary ancillary material complete for pumping plant as per IE rule.

Supplying 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.

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 in winding 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 be provided 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.

750 KVA (11/.433 KV)

1250 KVA (11/.433 KV)

Cost of Supply, erection, installation, testing, commissioning & construction of DP structure & pcc foundation plinth and providing safety arrangements with 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.

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.

Power Connection: Cost of taking Power connection with metering from JSEB, etc. all complete.

Horizontal Split Casing Centrifugal Pump capable of discharging 550 LPM against a head of 3.0 m and mounted on common base plate, coupled with SPDP (Screen Protected Drip Proof) Eff1 induction motor, rating of motor 10% more BHP(Brake horse power) than that of pump, operating on 3 Phase, 415V, 50Hz with 1500 rpm pressure gauge, required size of sluice valve and non-return valve, standard fittings etc. including construction of MS(Mild steel) Suction and delivery header, jointing it with Suction and Delivery line by providing required MS(Mild Steel)/CI(Cast Iron) pipes, flanges, reducer and specials, nuts bolts, packings etc. all complete as per the requirement, Indian standards and instruction of Employer’s Representative.(Contractor will again have to check the design of motor, pump & he will to get it approved by the Deptt.)Discharge- 500 LPM and Head- 3.0 m (1W+1S) (2.0 HP)

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 laying required 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

Raw Water, Clear Water & Distribution Rising Main

Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-9 suitable for push on joint (Rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other insurance carriage to work site with loading Unloading etc stacking including inspection charges and all all complete. one no. gasket with each pipe.

DI - K9 Dia 150 mm

DI - K9 Dia 200 mm

DI - K9 Dia 250 mm

DI - K9 Dia 300 mm

DI - K9 Dia 400 mm

DI - K9 Dia 450 mm

DI - K9 Dia 500 mm

DI - K9 Dia 600 mm

DI - K9 Dia 700 mm

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.

Dia 150 mm

Dia 200 mm

Dia 250 mm

Dia 300 mm

Dia 400 mm

Dia 450 mm

Dia 500 mm

Dia 600 mm

Dia 700 mm

Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes complete as per I.S.9523 Class-K-12.

Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete.(without by-pass Arrangement-P.N-1.6)(With E.D)

Dia 150 mm

Dia 200 mm

Dia 250 mm

Dia 300 mm

Dia 400 mm

Dia 450 mm

Dia 500 mm

Dia 600 mm

Dia 700 mm

Providing and supplying Air Valves as per IS-14845-2000 and MJP’s 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,unloding and stacking in all respect etc. complete.

50 mm Dia

Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications having small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring,with built-in Kinetic features,isolating sluice valve mounted in horizontal position and operated by wheel gearing, inlet face and drilled,including insurance, third party inspection charges,loading,unloading, transportation upto departmental stores in all respect etc. complete. 200 mm Dia.PN-1.6

Providing and supplying Air Valves as per IS-14845 and MJP’s standard 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 in all respect etc. complete 80 mm dia

Providing and supplying Air Valves as per IS-14845-2000 and MJP’s 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. complete

100 mm dia

Supplying labours ,tools,tackles lubricant etc for laying and jointing DI/ C.I.S/S Tyton pipes (class LA) trenche supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard,barrier and red light to safe guard against accident ,all complete 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.

Dia 100 mm

Dia 150 mm

Dia 200 mm

Dia 250 mm

Dia 300 mm

Dia 400 mm

Dia 450 mm

Dia 500 mm

Dia 600 mm

Dia 700 mm

Lowering,laying and fixing in proper alignment and position all types of C.I.air valves as directed by Engineer –in–charge including cost of conveyance from store to site of work,cost of all material and giving satisfactory hydraulic testing etc.complete.(for all class of valves).

50 mm dia

80 mm Dia

100 mm dia

Supplying Labourand tools for fixing C.I.sluice valve in trenches with a pair of C.I.Tail piece including making lead caulked joints and flanged joints as per I.S.S. specification, including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587– 1972 and nuts and bolts confirming to I.S.S. 1364 – 1983) including drilling holes in flanges as per specification and direction of E/I.

Diac100 mm

Dia 200 mm

Dia 250 mm

Dia 300 mm

Dia 400 mm

Dia 450 mm

Dia 500 mm

Dia 600 mm

Dia 700 mm

Scour Valve 100mm Dia

Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS 8329 /2000 in standard lengths of class K-7 suitable for push on joint ( Rubber gasket jointing) with cement mortar lining on inside surface and out side zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading Unloading etc. Including inspection charges and all complete ( including 1 Nos. rubbergasket along with each pipe)

K-7 Dia 100 mm

K-7 Dia 150 mm

K-7 Dia 200 mm

K-7 Dia 250 mm

K-7 Dia 300 mm

K-7 Dia 350 mm

K-7 Dia 400 mm

K-7 Dia 500 mm

K-7 Dia 600 mm

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.

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.

150 mm dia

200 mm dia

250 mm dia

300 mm dia

Supplying tools and cutting road as well restoring the same as per specification and direction of E/I. Puuca Road ( Except black top only taken out material to be used ) for cutting road.

Water bound Macadam road ( taken out material will be used ) for cutting road.

Staff Quarter (For Proposed WTP)

Providing and supplying GI pipe (tata mark) or equivalent

25 mm dia (delievery)

20 mm dia (Rising)

15 mm dia (delievery)

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. (3 MM DIA)

Providing and fixing gun metal full way valve of approved quality, all complete as per specification and direction of E/I.

20 mm dia (Rising) (weight not less than 400gms)

25 mm dia (delievery) (weight not less than 500gms)

Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.

Elbow (15 mm dia) (Delievery)

Elbow (20 mm dia) (Rising)

Elbow (25 mm dia) (delievery)

Tee (25 mm dia) (delievery)

Reducing socket (25 mm dia) (delievery)

Nipple (15 mm dia) (delievery)

Nipple (20 mm dia) (Rising)

Nipple (25 mm dia) (delievery)

Union socket (15 mm dia) (delievery)

Union socket (20 mm dia) (Rising)

Union socket (25 mm dia) (delievery)

socket (15 mm dia) (delievery)

socket (20 mm dia) (Rising)

socket (25 mm dia) (delievery)

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.

20 mm dia (Rising)

25 mm dia (Delievery)

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.

20 mm dia (Rising)

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 required etc all complete as per specification and direction of E/I.

15 mm dia (Delievery)

20 mm dia (Rising)

25 mm dia (Delievery)

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.

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.

Making holes in walls for laying G.I. pipes and restoring the same after pipe laying as per specification and direction of E/I.

125 mm thick wall

250 mm thick wall

Polythene water storage tank of ISI mark (e.g. sintex /sinter/himgiri/gangotri etc.) with cover and locking system. Including carriage , CP,OHC & installation charge.(2 nos X500 lit

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.

a) Group A (for two in one )

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.

a) 2x2.5 sq mm + 1x2.5 sq mm earth wire (M.C.B. to board)

b) 2x4.0 sq mm + 1x4.0 sq mm earth wire (Main to M.C.B. light)

c) 2x6.0 sq mm + 1x6.0 sq mm earth wire (Main to M.C.B. Power)

d) 1x1.5 sq mm (for inverter wiring)

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.

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.

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

a) 2 way singlle door

b) 4 way singlle door

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.

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.

a) 32 Amp. Double pole

Supplying and fixing batten/angle holder including connection etc.as reqd.

S/F 2 pin 5 Amp. Ceiling rose on the existing junctionbox /wooden block including connection.

S/F following piano type switch/socket on the existing switch box cover including connection etc.

a) Electronic step fan regulator,mini.

S/F PVC/G.I. box of following sizes on surface or in recess with suitable size sheet cover,etc.

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.

Extra for using salt and charcol for pipe earth electrodes.

Supplying and laying 8 SWG copper wire 0.50 mtr. Below ground level for condutor earth electrode,including soldering etc

Supplying and fixing following ratting,double pole 240 volts isolator in the existing MCB DB complete with the connections, testing and commissioning etc.

a) 40 Amps

b) 63 Amps

S/F LED bulb with all necessary etc. as reqd.(9 watt)

S/F ceiling fan 48" make Usha/Ortem/Orient with regulater and all accessories including complete.

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed plain ended casing pipes of required dia, conforming to IS(Indian standard): 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of E/I. (200mm ms(Mild steel ) pipe)

Lowering laying in position to correct line and level including M.S.(Mild Steel) pipes with / without any out coating on pedestals or chairs upon prepared formation. The rate to include loading, unloading hoisting, marginal cutting wherever required, assembling and tack welding, and transportation up to 500 M. etc. completed as specified.(up to 250 mm dia) (5 mm to 8 mm thick)

Railway Crossing

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

Dia+(2xthickness+(100mm clear space)

a)For 100 mm dia DI pipe -250 mm dia 12 mm thick casing pipe (2 Nos.) (40 M)

b)For 150 mm dia DI pipe -300 mm dia 12 mm thick casing pipe (3 Nos.) (40 M)

c)For 200 mm dia DI pipe -350 mm dia 12 mm thick casing pipe (2 Nos.) (40 M)

d)For 300 mm dia DI pipe -450 mm dia 12 mm thick casing pipe (5 Nos.) (40 M)

e)For 400 mm dia DI pipe -550 mm dia 12 mm thick casing pipe (4 Nos.) (40 M)

f)For 500 mm dia DI pipe -650 mm dia 12 mm thick casing pipe (2Nos.) (40 M)

g)For 700 mm dia DI pipe -850 mm dia 12 mm thick casing pipe (1Nos.) (40 M)

h)For 400+200 mm dia DI pipe -800 mm dia 12 mm thick casing pipe (1Nos.) (40 M)

Providing and applying primer first coat of inferol 49 W emaline 05/ 58 pipe cost or any other equivelent approved pain to the internal surface of pipe line at sight

First Coat

Second Coat

Conventional Water Treatment Plant 35.50 MLD

Designing (aesthetically),providing constructing and commissioning conventional Water Treatment Plant consisting 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 chlorine and providing ant termite treatment to entire structure below ground level ,Mechanical and Electricals components of various sub works as given below ,including necessary hydraulic testing ,structural testing ,equipment testing and trial run for 3 months,etc. complete as directed by Engineer -in-charge.(Turn-Key Job).

Aeration fountain: Plan area is not less than 0.625 sq mt per MLD.

Venturi Flume : With necessary device, consisting of simple mechanical indicator (Pedestal type gauge).

Flash Mixer :Rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec-1 vane mixer type confirming to IS 7090 of 1985

Flocculator : Confirming to I.S. 7208 - 1974 (Type -C) with detention period of 30 minutes.

Clarifier : -Horizontal flow circular tank , detention period 2.5 hours ,overflow rate 30 cube meter per square meter per day (to be specified) , weir loading not more than 300 cubic meter per day , with mechanical sludge scraper confirming to IS 10313_1982 with necessary inlet outlet arrangement.

Rapid sand Filters and Filter House :-Filter designed for filtration rate of 5000 liters per square meter per hour ,minimum 2 beds for plant up to 10 MLD for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 meter in width. With constant rate filtration or declining rate filtration.

Filter Sand: Effective size 0.45 to 0.70 mm 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.

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.

Wash Water Pumps: - Capacity to fill water tank in 1 hour with 100% standby.

Air Blowers: - Capacity of 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.

Chemical house in two storey's

Ground floor to accommodate 7 days alum requirement and sundry storage.(Minimum 4 m height)

First floor to accommodate alum and lime tanks. Chain pully block etc.(Minimum 5 m height)

Solution Tanks: - Minimum 3 tanks (one for preparation ,second for dosing and third as stand by) , each tank capable of giving 8 hours maximum dose without 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.

Pure Water Sump and Pump House

Capacity of Sump :-One hour of designed flow.

Pump House: - Pump House of required size over the sump or by the side.

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.

Vacuum feed type chlorinators-

Confirming to I.S.10533-A Part II 1983.

Rate for withdrawal

Temperature Kg. of Chlorine discharge per day

Degree "C" Cylinders

45 67 Tones

2 & above 18.70 28.12 315

Chlorinator equipment and container room to confirm to I.S.10553 Part -I 1983.

100% stand by shall be provided.

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.

Disposal of waste from WTP: Safe disposal arrangement to nearby nalla including cost of pipe.

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.

Electrical Installation - Both internal and external including entire plant area.

Laboratory Equipment- As per requirement (to be specified during tendering)

Sanitary Blocks- Carpet area 15 square meter minimum up to 25 MLD and 25 square meter above 25 MLD.

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.

Rates given below are inclusive of uplift pressure if any and dewatering during entire work.

Cost of 20 MLD treatment Plant

Add capacity above 20 MLD up to 50 MLD.

Eelevated Service Rreservoirs

Designing (aesthetically),and Constructing RCC Eelevated Service Rreservoirs of following capacity with RCC staging consisting of columns,internal and external bracings spaced vertically not more than 4.5 meters centre to centre of E.S.R having capacity above 500 m3 & not more than 6 m c/c of E.S.R having capacity 500 m3 including excavation in all types of strata,foundation concrete,cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters,all labour and material charges including lowering, laying, erecting hoisting and jointing of pipe assembly of inlet, outlet, washout,overflow and bypass arrangements as per departmental design providing and fixing accessories such as M.S ladder,C.I.manhole frame and covers water level indicators, lightening conductor,G.I pipe railing around walk way and top slab,providing spiral stairs case from ground level to roof level,M.S Gril Gate of 2 Mtrs height with locking arrangement,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 the reservoir as per directions of Engineer-in-Charge.

The Design of the structure be in accordance with relevant (I.S.3370-2009 or revised)

The design shall satisfy the stipulation as per IS 1893-1984 and I.S.13920/1993 for seismic force and I.S.-11682/1985 for R.C.C.staging of overhead tanks.

For design having more than 6 columns, providing of internal bracing is obligatory, External bracing is also obligatory.

The entire structure shall be in M/250 mix only.However concrete in contact with water such as container,base slab,wall,roof slab & footing in water borne area shall be M-300.

Plain round mild steel bars grade-I confirming to I.S., 432 Part-I or high yield strength deformed bars confirming to I.S. 1786 or I.S.1139 shall be used, grade-II mild steel bars will not be allowed.

Irrespective of the type of foundation proposed in the design,one set of bracing be provided at the ground level.

These rates are include providing ,M.S ladder for E.S.R's upto 2 lakhs Liters Capacity and Providing spiral staircase for E.S.R. above 2 lakhs liters capacity.

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 be designed & constructed in M=300

These rates are including the cost of uplift pressure if any and entire dewatering during execution.In case of water logging area where water is struck at shallow depth extra" provision of dewatering shall be made as per site condition.

All condition given in the Member Secretary"s Circular No. MJP/TS-I/350/1668 dt.2.08.97 and MPJ/S-I/350/2127 dt. 13.7.99 shall be strictly followed and additional cost,if any due to these conditions is included in the rates mentioned below.

ESR-2 (2410KL, Staging - 19M)

ESR-5 (2340KL, Staging - 24M)

ESR-7 (2000KL, Staging - 24M)

ESR-8 (1020KL, Staging - 24M)

Designing (aesthetically) and constructing RCC ground service reservoirs / RCC sumps in M-300 mix . Of required capacity including excavation in 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 CM1:3 proportion 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.S D/.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.

Anti - termite treatment shall be givien for under ground portion of the structure.

The designing shell be in accordance with various relevant I.S specification (I.S 456/2000, I.S 3370-1965 or revised)

Only M.S bar grade I conforming to I.S 432 part -I or high yield strength deformed bars conforming to I.S 1786 or I.S 1139 shall be used Grade -II M.S bars shal not be used.

Entire Structure shell be in M-300

The scope of pipe assembly work shall be upto 5 m beyond out side face of the well , cost of pipe valves and specials is not included in the rate but leber cost for laying and jointing is included.

The G.S.R / Sump above 15 laks liters capcity shell be in two compartment .

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 . If up lift considered in design , then these rate shell be increased by 7.5%.

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.

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 thick be used with proper anti corrosive epoxy treatment from inside and outside.

Cost of pump house is not included in these rates .

Above rates are applicable for sismic Zone 2, 3 and 4 .

75% part shall be payable for reinforcement, 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.

Cost of 400 KL capacity

cost of 3,00,000 litres capacity

Add for Capacity Above 3,00,000 litres Upto 5,00,000 Literes

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 safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. Complete including 10% CP+5% O.H.C.

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 with M.S. nut & bolts coated or otherwise protected from rusting and suitable etc all complete. (with 10% C.P.,5% OHC)

Tree plantation at project sites

Air quality monitoring for paramameters; PM 10 ug/m3, so2, NOX,CO

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. (Quarterly 10 samples)

Surface water monitoring PH, TDS<Taste & Odour, Turbidity, Magnesium, Total hardness, Total alkalinity, chioride, sulphate, nitrate, fluoride, calcium, Iron, pesticide, manganese, Copper, Arsenic,Cadmium, Cyanides, Lead, Selenium,mercury. (Quarterly 4 samples)

Surface water monitoring PH, TDS<Taste & Odour, Turbidity, Magnesium, Total hardness, Total alkalinity, chioride, sulphate, nitrate, fluoride, calcium, Iron, pesticide, manganese, Copper, Arsenic, Cadmium, Cyanides, Lead, Selenium, mercury. (Quarterly 4 samples)

Surface water monitoring for total coliform, faecal coliform, IS10500 and as per CPCB criteria

Surface water monitoring PH ,TDS < Tasta& Odour, Turbidity Magnesium ,Total hardness, Total alkalinity, chloride ,sulphate , nitrate ,fluoride ,calcium iron postide, manganese,

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. (Quarterly 2 samples).

Capacity BUILDING

Training on EMP implementation (50 person for 1 days )

SCADA System

Providing SCADA (Supervisory Control and Data Acquisition) system for water supply system for complete monitoring of the system from Intake Well (1 no) to Water Treatment plant (1 No) to 4Nos of ESR. SCADA is to be used for online monitoring & controlling of different process parameters likevibration, flowrate, pressure, level, valve status, pump status, pH, Turbidity, Free Chlorine analyser reading right from Intake well to ESR.

All the ESR’s are to be provided with auto overflow controlling devices to avoid wastage of water.

Automation of Filter bed operation to have the best outcome from process point of view.

Central SCADA will be connected with the Local SCADA of WTP location and RTU of intake well & ESR location through GPRS network or any other suitable network.

SCADA software should be user friendly and compatible with latest Operating system prevailing in the market. SCADA softwares shall be loaded in the computer and suitable screens shall be developed and the software should have both run time and development License.

The SCADA solution to include all components requiring above functionality and should use open standards & protocols. etc.,to save / view / print some specific reports directly using templates. The reports shall also be generated after specific span of time or an event has been occur in Word, Excel or PDF format. The automatic report generation shall be configured to give shift wise report, daily reports, weekly reports, monthly reports and yearly reports.

(Refer Attached specification & BOM for more details)

(a) Ditto for Master Control Centre - 1 Nos

(b) Ditto for Water Treatment Plant - 4 Nos.

PLC hardware - Design, Engineering, Supply, installation & Commissioning of required number of appropriate ARM9 CPU having speed of 600 Mhz, 1GB RAM, 200MB Program memory, 100MB Data Memory,Easy programming through IEC 61131-3, OPC Server, 4 Ports-One RS485, 2 ethernet and one USB, Micro SD Slot (upto 2GB support), Dual Ethernet having speed of 1 GBPS, In Built Firewall for Cyber Security, In Built IIoT enabled remote Modbus Master & Slave connectivity, online event monitoring via Web Server, NTP Client functionality for time synchronisation with windows machine connected to Internet GSM Modem Connectivity (SMS) for critical alerts power supply modules,

(Refer Attached specification & BOM for more details)

(a) Ditto for Water Treatment Plant - 4 nos

RTU Hardware with HMI

Supply, erection, testing, configuring and commissioning of Smart-RTU with Edge computing RTU with 24Vdc supply with 1 No RS232/RS485 port,. RTU should have the GSM interfacingand should have PLC functionality and the architecture should have the facility of Cloud server, Live data, Alarm function, Local dash board, industry plant, Usr App, free on Air Upgrade Functionality. It should have the capability of sending data with proper encryption at Central Server and also have the built in capability of sms/email to the pre-configured addresses directly from the device

(Refer Attached specification & BOM for more details)

(c) Ditto for Intake Pump House - 1 lot

(d) Ditto for Master Control Centre - 1 Lot

(e) Ditto for Elevated Service Reservoir - 9 Lot

Industrial grade Work station - Supply installation testing and commissioning of Industrial grade workstation for Mater Control Center SCADA system - 5 nos

requiring round the clock operation including Windows operating system(latest version of windows server), Microsoft Office latest version, Antivirus software etc., complete as per the technical specifications etc.

complete

Electromagnetic flow meter - Supply, erection, testing, commissioning of Electromagnetic full bore type flow meter of fully welded body with Hard Rubber or neoprene liner of XXX dia having coil housing & junction box SS304/SS316 and 2 nos Grounding ring of SS316 suitable for raw water and drinking water applications with all necessary accessories like suitable rated cable glands, grounding rings, grounding wire, DJ, MS expander/reducer, canopy, etc and other accessories required for the proper installation & functioning of flow meter and interfacing with the proposed SCADA system. The accuracy shall be ±0.5% of true value inclusive of repeatability, linearity, pressure effect in both forward and reverse direction flow measurement. Should have empty pipe detection and self-diagnostic facility. The flow sensor shall be suitable for underground installation and constant flooding conditions (IP 68) & supplier has to do that IP68 at manufacturing place before shipment. The flow transmitter shall be remote mountable with minimum separation of 50mtrs from the sensor. The transmitter should have MODBUS (RS485) protocol for communication along with analog 4-20mA HART output, configurable pulse/frequency outputs, and digital outputs and also it should have 2 line backlit display with 3 keypad buttons.

Manufacturer should calibrate these flowmeter at NABL Certified lab in accordance with ISO 17025. Incase the manufactuerer does not have NABL certified lab, the flowmeters needs to be tested at CWPRS/FCRI Labs accredited by NABL. However the flow test lab should have five times better accuracy than the flowmeter under test.

(Refer Attached specification & BOM for more details)

a) -ditto- 700NB - 3 No

b) -ditto- 450NB - 1 no

© -ditto- 400NB - 5 no

(d) -ditto- 300NB - 1 no

(f) -ditto- 250NB - 1 no

(g) -ditto- 200NB - 4 no

Vibration Sensor- Supplying, erection, testing and commissioning of vibration sensor in order to monitor the vibration level continuously with remote display with all necessary accessories for installing and proper functioning of the transmitter for monitoring the vibration and DE and NDE end of pump motor set. The range shall be 0-25 mm/sec with transverse sensitivity less than 5% and Frequency response 2Hz to 1 kHz +/-3 dB. The working temperature range shall be from -25°C to 90°C. The transmitter should have 4-20mA output for interfacing with PLC. - 86 nos

(Refer Attached specification & BOM for more details)

pH & Turbidity Analyser- Analyser supply, erection, testing and commissioning of dual channel pH & Turbidity Analyser having 4 wire configuration with 230Vac supply with Backlit LCD display along with sensor, cable, SS flow through chamber, SS tubing with connector and fittings for the Range of (0-14) pH and (0-3000) FTU. Protection Class would be of IP 65/ NEMA 4. 2 Nosgalvanically isolated (4-20)mA with 2 nos relay output, repeatability +/-2% measure, Polycarbonate housing. Turbidity sensor with working method of Light Attenuation using 860 mm IR LEDSS316 material with sapphire glass scratch proof both sides swing wiper cleaning system whereas pH sensor would be of combination type. - 4 nos

pH & Free Chlorine Analyser- supply, erection, testing and commissioning of dual channel pH & Free Chlorine Analyser having 4 wire configuration with 230Vac supply with Backlit LCD display along with sensor, cable, SS flow through chamber, SS tubing with connector and fittings for the Range of (0-14) pH and (0-5)ppm. Protection Class would be of IP 65/ NEMA 4. 2 Nosgalvanically isolated (4-20)mA with 2 nos relay output, repeatability +/-2% measure, Polycarbonate housing. FRC sensor with working method of Amperometric type with Gold Cathode/ Silver Anode having cell material PVC. Membrane & electrolyte is of replacable type whereas pH sensor would be of combination type.

Pressure Gauges:

Providing, erecting and testing pressure gauge of 150 mm dia dial with (0-30kg/cm2) required range with over pressure limit of 130% of full scale and accuracy of ±2.0% of FSD. complete with Syphon tube, isolating 2V3(2 valve 3 way) gauge cock suitable for 12 mm seamless SS tubing of ss316 grade and specials all complete as per detailed specifications and drawings - 20 nos

(Refer Attached specification & BOM for more details)

a) -ditto- Range -0.50 to 25 bar

b) -ditto- Range -0.50 to 2.5 bar

Pressure transmitter - Supply, installation, testing & commissioning of Pressure Transmitter having 2-wire configurationwith 4-20mA output of SS316L MOC having a range of 0 to 16 kg/cm2 with required accessories like Gauge cock(GC) - 2 way type with 3 mm bleed hole, ½”NPT(FxM), SS 316 and having 4-20mA output for interfacing with PLC/RTU and accuracy of ±0.5% of FSD. Protection Class IP 65 - 20 nos

(Refer Attached specification & BOM for more details)

Level Transmitter - Supply, erection, testing, commissioning of Radar Type (FMCW) level transmitter having a range of 0 -20 mtrs with PP Horn antenna and LCD display with an accuracy of ±5 mm of measured distance with all necessary accessories like suitable rated cable gland, base frame, nozzle for Radar end connection G 1 1/2” threaded, canopy etc and other accessories required for the proper installation & functioning of level transmitter and interfacing with the proposed SCADA system. The level transmitter shall be a 2 wire system with 4-20mA analog output. The level transmitter sensor shall be suitable for process temperature (-20 to 100) DegC. The protection class of level transmitter shall be IP67 to be used in Safe Area. 16 nos

(Refer Attached specification & BOM for more details)

a) -ditto- Open Channel flow meters at Filter bed Outlet - 1 nos

Instrumentation, control and power XLPE cables along with the cable tray, glands, lugs and other accessories for interfacing the instruments at remote station with the RTU as per the technical specifications of Power Cable 4 core 4 mm2 copper cable

(a) "--do-- 3 core 1.5 mm2 copper cable

(b)"--do-- Control Cable 6 core 1.0 mm2 copper cable

© "--do-- core 1.0 mm2 copper cable

(d) "--do--Instrument Cable 1 Pair 1.0 mm2 cable

(e) "--do-- 3 Pair 1.0 mm2 copper cable

A3 printer - Supply, installation, testing and commissioning of A3 printer for reports, trends printing from SCADA system. 1 no

UPS - Supply, erection, testing and commissioning of 5KVA/1 KVA UPS with SMF batteries for the proposed instrumentation and SCADA system including power supply DB and completed in all respect.

(a) -ditto- for Intake Pump house RTU Panel (1 KVA) - 1 no

(b) -ditto- for Water Treatment Plant (5KVA) - 2 no

(b) -ditto- for Intake Master Control Center SCADA (5 KVA) - 1 no

(c) -ditto- for ESR RTU Panel (1 KVA) - 4 no

Isolation valve with AC actuator - Supply installation testing and commissioning of Sluice valve with actuators for discharge of the VT pumps. The actuators shall be with integral starter with open and close limit switch

feed backs and torque feedbacks and fault feed backs. The actuator shall be outdoor type with IP67 protection, 415V ac, 3 phase, 50 Hz. The insulation class shall be Class F

(a) -ditto-700mm dia line Pressure 25Bar @ 110643 per nos. 18 nos

(b) -ditto-400mm dia line Pressure 25Bar @ 83716 per nos. 9.0 nos

(c) -ditto-300mm dia line Pressure 25Bar @ 79556 per nos 1 no

(d) -ditto-250mm dia line Pressure 25Bar @ 74629 per nos. 1 no

(e) -ditto-200mm dia line Pressure 25Bar @ 70224 per nos. 3 nos

SCADA Total Item as per above mentioned items

House Service Connection

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. 1.411 Cum

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. 0.042 Cum

Providing P.C.C. M-15 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm is graded 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. 0.071 Sqm

Earth work in back filling the trenches after 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.) 1.245 Sqm

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- 1.245 Sqm

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 (15 Mtr)

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 (1.0 Mtr)

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 (15 Rmt)

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 required etc. all complete as per specification and direction of enG.I.neer in charge (pipe with socket to be supplied departmentally free of cost)- 15 mm dia (1 mtr)

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. (1 Each)

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. (1 Each)

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 (1 each)

Supplying and fixing G.I. fittings of approved make all complete as per specification and direction E/I.

20 mm dia Elbow (1 Each)

15 mm dia Elbow (1 each)

20 mm dia Reducing Socket (1 Each)

20 mm dia Nipple (1 Each)

15 mm dia Nipple (2 Each)

20 mm dia Union Socket (1 Each)

15 mm dia Socket (1 Each)

20 mm dia Socket (1 Each)

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.

Carriage of materials

House connection Job

Valve Chamber

R.C.C. Valve Chamber

(1.20mx.90mx1.50m)

Thrust Block

RCC Thrust Block for up to 200 mm dia Pipe

RCC Thrust Block for 250 mm to 350 mm dia Pipe

RCC Thrust Block for 400 mm to 500 mm dia Pipe

RCC Thrust Block for 600 mm to 700 mm dia Pipe

Boundary Wall

Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I (8.020 M3)

Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I. (0.890 M3)

Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. (8.910 M2)

Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, and royalty all complete as per building specification and direction of E/I. (0.890 M3)

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing and royalty all complete as per building specification and direction of E/I. (1.34M3)

Providing RCC M-200 with nominal mix of (1:1.5:3) in stiffeners with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to3 including curing,shuttering carrying the slab manually to site and laying in position all complete and royalty, all complete as per building specification and direction of E/I. (1.700 M3)

Providing RCC M-200 with nominal mix of (1:1.5:3) in band at Plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete and royalty, all complete as per building specification and direction of E/I. (1.360 m3) Top of Wall

Providing RCC M-200 with nominal mix of (1:1.5:3) in band at Lintel level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete and royalty, all complete as per building specification and direction of E/I. (0.750 M3) Top of Wall

Providing designation 75 A brick work in CM (1:6) in super structure with approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing and royalty all complete as per building specification and direction of E/I. ( 12.260 M3)

Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding and royalty all complete as per specification and direction of E/I. (133.5 Sqm)

Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and all complete as per building specification & direction of E/I. Qnty. Same as Item no.13 (133.5 Sqm)

Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire,removal of rust,Placing the rods in position all complete as per building specification and direction of E/I 1.0% of RCC work. Total RCC= 12.63X1.00%X7.85 (0.400MT)

Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (3.9 M3)

Total Length of Boundary wall 1728 Rmt

Carriage of materials

cement ( lead up to 2 km )

Steel ( lead up to 2 km )

Sand ( lead up to 10 km )

Chips ( lead up to 10 km )

Bricks ( lead up to 6 km )

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 )

Operation and Maintenance for 1st Year Exluding annual repair charge

Operation and Maintenance for 2nd Year Including annual repair charge

Operation and Maintenance for 3rd Year Including annual repair charge

Operation and Maintenance for 4th Year Including annual repair charge

Operation and Maintenance for 5th Year Including annual repair charge

Max guaranteed electricity consumption (please quote quantity in KWH/year for the following rows in column "M". This cost will be used for eveluation)

1st Year

2nd Year

3rd Year

4th Year

5th Year

Gannon Dunkerley And Company Limited