Tender For Detailed Survey, Designing And Drawing, Construction Of 4.50 Mld Capacity Water Treatment Plant, Esr Of Different Capacity At Different Zone, Staff Quarter, Compound Wall, Supplying And Laying Raw, Clear Water Rising Main And Distribution Netwo, Saraikela-Jharkhand

TDR : 35643225

Tender Notice
Corrigendum Details
BOQ

Expired

Saraikela , Jharkhand

Tender Brief : Corrigendum : Tender For Detailed Survey, Designing And Drawing, Construction Of 4.50 Mld Capacity Water Treatment Plant, Esr Of Different Capacity At Different Zone, Staff Quarter, Compound Wall, Supplying And Laying Raw, Clear Water Rising Main And Distribution Netwo

Document Fees
₹ 10000 /-

EMD
₹ 6091000.0 /-

Tender Value
₹ 60.90 Crore /-

Submission Date
24-01-2023

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	16-01-2023	Extend of date	Date	24-01-2023

Name of Work: Detailed survey, Designing and Drawing, Construction of 4.50 MLD capacity Water Treatment Plant, ESR of different capacity at different zone, Staff Quarter, Compound wall, Supplying and laying Raw, Clear Water rising main and Distribution Network, House Connection, Intake well, Gangway, Infiltration Gallery, Approach Road, Supplying and Installation of Vertical Turbine & Centrifugal pump motor and Five years operation & maintenance with allied works etc. all complete job forRapcha, Dumra, Jagarnathpur, Hudu & Burudih Adjacent Villages Water Supply Scheme, Under D. W. &S. Division Saraikela on turnkey basis

Sl. No.	Item Description
1	Part-A RAPCHA RWSS
2	Construction of Intake Well with Pump House (5 M Dia)
3	Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job.
4	Earthworkinexcavationoffoundationtrenchesoftoewall,spillway,headregulator, outlet, intake well etc. as per designed section in all kind of soil including moorum soil, soilmixed with kankar,pebbles&bouldersupto300msize&disposalofthesame ( beyond 50 m away from the edge of the trenches) with initial lead of 150 M & initial lift of 1.50M as per specification & direction of E/I.
5	Initial lift
6	Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator,outlet, intake well etc. as per designed section in hard rock where blasting is needed & stacking properly in approved stack size in approved stack yard (beyond 50m from the edge of the trenches in the country side) with initial lead of 150 m & initial lift of 1.50m as per specification & direction of E/I (Excavated hard rock size should not be more than 150 lb)
7	Initial lift
8	1st lift
9	2nd lift
10	3rd lift
11	4th lift
12	5th lift
13	Providing P.C.CM-150within nominalmixof (1:2:4)in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including, screening,shuttering,mixingcementconcreteinmixtureand placing in position vibrating striking curing taxes and royalityallcompleteasperbuilding specification and direction of E/I.
14	Providingand laying in situ cement concrete of trap/granite / quartzite / gneiss metal for RCC workin foundationlike raft,grillage,stripfoundation and footing of RCC columns and steel stanchions includingnormaldewatering,plywoodfromwork bully/steelpropupscompaction,finishingand curingetc.complete.(Byweighbatchingandmix designforM-25 and M-30 only. Useof L&T, A.C.C. , Ambuja , BirlaGold , Manikgad Rajasree etc.cementispermitted) (ExcludingM.S or Tor Rod) For RCCM-300 in Foundation
15	Providing and casting in situ cement concrete of trap/granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing and designs or asdirectedbyEngineer- in - chargeincluding normaldewateringcentering plywoodformwork, bully/steeel prop-ups compaction finishing the formed surfaces with CM 1:3 of sufficient minimum thicknessifspecialfinishistobeprovidedand curingetc. complete. (Byweighbatchingandmix design for M-25 and M-30 only . Use of L& T , A.C.C, Ambuja, Birla Gold,ManikgadRajasree etc. cementis permitted) (excluding M.S or Tor reinforcement ) forRCC M-300 gradevertical walls
16	For RCC M-300 grade Vertical Wall & Ladder Slab
17	Providing structural steel work in single stanchion composed of RSJ , channel etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bplts etc. as per detailed design and drawing or as directed by Engineer-in-charge. (Grade-A)
18	600 X210 mm
19	Labour for fabricating, erecting, hoisting & fixing in position structural steel work in RS joist, channel, angle, tee, flat,plate, latice member, built up compound section in column, girder, staircase, of truss including cost of gusset plates, holding down bolts, anchor plates at all height & depths, bolting welding ( machining wherever necessary) with applying a priming coat of red lead paint all complete as per approved drawing building specification and direction of E/I.
20	Providing and casting in situ cement concrete of trap/granite/ quartzite / gneiss metal of approved quality forRCC work as per detailed drawingand designsorasdirected byEngineer-in-charge includingnormal dewatering centering plywood form work bully /steel prop-ups,compactionfinishing the formedsurfacewithCM1:3ofsufficientminimum thicknessifspecialfinishistobeprovided and curingetc.complete((Byweighbatchingandmix designforM-25 and M-30 only. Use of L&T, A.C.C, Ambuja, Birla Gold, Manikgad Rajasree etc. cementis permitted) (excludingM.Sortor reinforcement)
21	Chajja at Lintel Level, Coral Slab, Roof slab & Mortar & Panet Slab
22	Providing RCC M 250 with nominal mixin columns with approved quality of sone chips 20mm to 6mm size graded and clean coarse sand ofF.M 2.5 to 3 including screaning, suttering mixing cement concrete in mixer and placing inposition, vibraction,striking,curing(butexcludingthecostof reinforcement) taxes and royalty all complete job as per specification and direction.
23	RCC Column
24	Providing and casting in situ cement concrete of trap/granite/ quartzite / gneiss metal of approved quality forRCC work as per detailed drawingand designsorasdirected byEngineer-in-charge includingnormal dewatering centering plywood form work bully /steel prop-ups,compactionfinishing the formedsurfacewithCM1:3ofsufficientminimum thicknessifspecialfinishistobeprovided and curingetc.complete((Byweighbatchingandmix designforM-25 and M-30 only. Use of L&T, A.C.C, Ambuja, Birla Gold, Manikgad Rajasree etc. cementis permitted) (excludingM.Sortor reinforcement)
25	Circular Lintel Beam, Floor Beam & Roof slab Beam
26	Providing TMT reinforcement (TOR steel) 12 mmas per approveddesigndrawing , removalo frust cutting , bending, bindingincluding supplying annealed wire placing MS rods in position all complete job asper specificationanddirection of E/I.
27	Providingdesignation75 A brick work in CM 1:6 in superstructure with approved quality ofclean coarse sand of FM2 to2.5 includingproviding 10 mm thick mortar joints,cost of screening of materials, scaffolding, racking out joints to 15 mm depth curing, taxes and royalty allcomplete as per building specification and direction of E/I
28	Supplying & fixing rolling shutters of approved make, made of required sixe M.S.laths interlocking together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside & outside locking with push & pull operation complete includeing cost of providing & fixing necessary 27.5 cm long wire springs grade No.2 & M.S. top cover of required thickness for rolling shutter. (Excluding GST & Cess)
29	Providing and fixing ball bearing for rolling shutter.
30	Supplyingfitting and fixingfull glazed steel Supplying fitting and fixing fully glazed steel door windowor ventilators standard rolled Z andmullion sectionandsizes as per I.S.-1038 joints met and weldedwith100 x16 x3 mm MSlugsfixedincement concrete (1:2:4) blocks 15 x10 x 10 cm size including cost of oxidized iron fitting with hinges, handle per steps, catch springs 3mmv thickplainglass panes with Aluminium beads and inner frame fixed with lugs of 20 mmlong 6.3mm G.I. counter sunk machine screw andnutsandapplyingacoatof redleadpaint, carriage towork site hoistingand placing in position in all storey and taxesall complete as per building specification and direction of E/I.
31	Supplying fitting & fixing MS Grill made of 20 x 6 mm MS Flat as per approved design and drawing etc with all complete.
32	Providing 6 mm thick cement plaster (1:4) in ceiling of P/H& jack well with clean coarse sand of FM 1.5includingscreening,curing with allleadsandliftofwater, scaffolding taxes and royalty all complete as per building specification and direction of E/I
33	Providing12 mm thickcement plaster (1:4) for inside & cut safe surface of p/H with clean coarsesand ofP M 15 including screening, curing with all leads and lifts ofwaterscaffolding taxes and royaltyall complete asper buildingspecification and direction of E/I.
34	Providing12 mm thick water proof cement plaster (1:3) with clean coarse sand ofFM 1.5 with5 % cicoor or any other approved water proofing compound including screeningcuring with all leads and lifts of water scaffolding taxes and royalty all tex etc. complete job as per buildingspecification and direction of E/I
35	Providing C.I cover with frame for man hole of size 600 mm X 450 mm (wt.25 kg)
36	Providing two coat of snowcem of approvedshade andmake overacoat of cementofprimer on newsurfaceincluding preparingthe plasterded surface smoothwith sand paper,scaffolding, curingand taxesallcomplete as per building specification and direction of E/I
37	Supplying & laying ( properly as per design and drawing ) rip-rap with good quality of boulders duly packed including the cost of materials, royalty all taxes etc.but excluding the cost of carriage all complete as perspecification & direction of E/I.
38	Providing fixing in position M.S. ladder 0.50 M wide consisting of 75X10mm M.S. flats as stringers and 16 mm dia. M.S. bar in double rows as steps placed at 25 cm c/c including cost of material and labour involved ,welding anchoring and applying three coats of anticorrosive paint etc. complete as directed by Engineer-in-charge.
39	Earthwork in back filling foundationtrenches or back filling of masonary structures with suitable earth in layers not exceding 150 mm thick well watered rammed and fully compacted and finaly dressed with earth obtained from excavtion of foundation and kept at a lead of 30 m and initial lead of 1.5 m complete as perspecification and direction of E/I .
40	Providing & fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob at end & with conical spike at top, copper tape conductor 20 X 3 mm size, copper earth plate of 3 mm thick & 0.81 Sqm. In area, clamps at 1 M c/c including necessary excavation, laying & fixing the conductor, providing & fixing 40 mm G.I.pipe upto 3M height from ground & 0.5 M below ground including making all connections, filling the earthing pit with charcoal, salt etc. & refilling & watering etc. complete as perspecification laid down in relevent I.S. codes.
41	i) for tape of 10 M length
42	ii) Rebate/ Extra rate per Metre length or part there of over & above initial length of 10 M.
43	Providingan fixing G.I piperaillinghaving 1.0 m height consisting 50 x 50x 6 mm thick M.S angles as vertical at 1.5 m c/c and additional post at every corner with 3 rows of 25mm dia G.I pipe of medium class variety as horizontaland painting 3 coat of oil paint over one coat of anticorrsive paint of approved colour and shade includingcost of all labour transporting bents to curved shape etc. complete
44	Providing and fixing MS sluice gates in position as per dtailed drawing and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
45	Providing and fixingCI/MS rose piece in Intake well
46	Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
47	Cement10KM lead
48	Steel10KM lead
49	Sand36KM lead
50	Bricks6KM lead
51	Stone/Stone Chips11KM lead
52	Construction of RCC Gang Way 76 M long
53	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Gang Way 76 M long and 3.0 M wide etc. all complete job.
54	Earthworkinexcavationof foundationtrenches of toe wall Spillway head regulator , outlet ,intake well etc. as pera designed section inallkinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the edge of the trenches) with in initiallead of 150 Malllifts of 1.5 M as per specification anddirectionof E/I.
55	Initial lift
56	Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation withapprovedqualityofstonechips20mmto6mmsize gradedandcleancoarsesandofF.M.2.5to3including screening,shuttering,mixingcementconcreteinmixerand placing in position, vibrating,striking,curingtaxes androyalty all complete as per building specification and direction of E/I.
57	ProvidingandlayinginsituCementconcreteof trap/granite/quartzite/gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns andsteelstanchionsincludingnormaldewatering, plywood formwork,bully/steelpropups,compaction,finishingand curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. (excluding M.S. or Tor In RCC M-300).
58	RCC Grade M30-RCC Footing
59	ProvidingandcastinginsituCementconcreteof trap/granite/quartzite/gneissmetalforRCCworkasper detaileddrawinganddesignsorasdirectedbyEngineerin Chargeincludingnormaldewatering,plywoodformwork, bully/steelpropups,compaction,finishingandcuring,etc, complete. (By weigh batching and mix design for M-250 and M-300only.(excludingM.S.orTorInRCCM-300)
60	RCC Grade M30-For Columns & Bracing
61	Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in beam of all types with approved quality of stone chips 20 mm to 6 mm.sizegradedandcleancoarsesandofF.M.2.5to3 includingscreening,centering,shuttering,mixingcement concreteinmixerandplacinginposition,vibrating,striking, curing(butexcludingthecostofreinforcement),taxesand royalty all complete, as per building specification and direction of E/I.
62	RCC M250 For Beam
63	Providing R.C.C.M- 250 with nominal mix in slab with approved quality of stone ships 20 mm to 6 mm.sizegradedandcleancoarsesand ofF.M. 2.5to3 includingscreening,centering,shuttering,mixingcement concreteinmixerandplacinginposition,vibrating,striking, curing (butexcluding the costofreinforcement), ta x esand royalty all complete, as per building specification and direction of E/I.
64	WalkWay Slab
65	Providing TOR steel reinforcement of 10 mm, 12 mm and 16mm dia. bar as per approved design and drawing excluding carraige of MS 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 job as per specification and direction of E/I
66	Providing12 mmthickcement plaster(1:4)withapproved qualityofsandofrequisite F.M.1.5w a s h e da n d screened including curi n g , scaffoldingwhereverrequired and its removal royalty and all taxes etc. complete job as per specification & direction Of E/I.
67	Providing 6 mm.Thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with allleads&liftsofwater, scaffolding taxes & royalty all complete as per building specification & direction of E/I.
68	Providing &Fixing G.I Pipe Railling having 1.0 m height consisting 50 x 50 x 6 mm thick M.S Angles as verticals at 1.5M c/c , and additional posts atevery corner with 3 rowsof 25 mmdiaG.I. pipes of medium class variety as horizontal& painting 3 coatsofoilpaintover 1 coatof anticorrosive paint of approved colour& shadeincluding cost of all labour,transporting bends to curved shape, etc. complete.
69	Providing two coat of snowcem ofapprovedshadeandmake over a coat of cement primer onnew surface including preparing plastered surfacethesmoothwithsand paper, scaffolding,curingand taxes all completeas per buildingspecificationand direction of E/I.
70	Earthwork in back filling foundationtrenches or back filling of masonary structures with suitable earth in layers not exceding 150 mm thick well watered rammed and fully compacted and finaly dressed with earth obtained from excavtion of foundation and kept at a lead of 30 m and initial lead of 1.5 m complete as perspecification and direction of E/I .
71	Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
72	Cement10KM lead
73	Steel10KM lead
74	Sand36KM lead
75	Stone/Stone Chips11KM lead
76	Mechanical & Electrical Work at Intake well
77	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Rawwater pumping Machinery with all complete job.
78	Supply, installation, testing and commissioning of Verticalturbine pumpsets with allied equipment as under -
79	Vertical Turbine Pump -: Supplying, installation, testing & commissioning of Vertical Turbine Pump conforming IS:1710, [make: Kirloskar/ WPIL/ Mather & Platt/Jyoti], capable of discharging 51.21 LPS against a head of 44m consisting of bowl assembly, stainless steel/bronze impellers, stainless steel pump shaft and line shaft, suitable size & length of MS fabricated column assembly, strainers, prelubrication tank, Non reverse ratchet coupling, pressure gauge, required size of sluice valve and non-return valve & all other accessories .
80	Induction Motor -: Above mention pump shall be coupled withenergy efficient squirrel cage induction motor(IE3) conforming IS:12615 having 15% more BHP than that of pump, operating on 3 Phase, 415V, 50Hz with 1500 rpm [make: Kirloskar/Crompton Greaves/ ABB/ Marathon].Including cost of construction foundation, base plate, bolts & nuts, piping work for delivery line, common header & all other piping works required for the job, etc. all complete job.
81	Discharge- 51.21 LPS and Head- 44m (1W+1S)
82	Motor Control Panel:Supplying, installation, testing & commissioning of Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable guage and size,dust and vermin proofconsisting of proper power distribution 4 pole 250A copper busbar, 1 no. incoming feeder with spareof 250A MCCB,2 nos. outgoing feeder of 160A MCCB for pumps sets, 1 no. 160A MCCB outgoing Spare feeder, 2 no. 32A& 2 no. 63A MCB feeder for lighting, other electrical utilities and spare feeder, switch disconnected isolator (TPN), selector switches, Volt-meters, Ampere-meters, indicator lamps with internal wiring, protection units/relays, control cables and capacitor banks of proper KVAR for Power Factor control. Panel board shall be duly painted with two coats of super enameled paint of approved colour with one coat of red oxide primer according to Indian standards and instruction of E/I, etc. all complete.
83	Starter: Supplying, installation, testing & commissioning of assembled Fully Automatic Star Delta starter, in a provided cubical panel to operate induction motor with no volt coil, over load relay and ON/OFF push buttons, with necessary material and connected to supply, etc. all complete.
84	Earthing: Earthing with copper earth plate including accessories and providing masanory enclosure with cover plate having locking arrangement and watering pipe of 2.7 m long etc. with charcoal / coke and salt, with connection with suitable strip/wire as required conforming IS:3043.
85	Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne 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 with travelling trolley.
86	Servo Controlled Automatic Voltage Stabilizer: Supplying, installation, testing & commissioning of 100 KVA Servo Controlled Automatic Voltage stabiliser suitable for out put voltage of 415 Volt +/-1%,3 Ph, 50 Hz, with copper wound transformer (Oil cooled). The stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and user\"s controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttons etc. Protections and indications shall be incorporated with Over Voltage / Under Voltage, Single Phasing & Cut off contactor with electronic output sensing unit, including T-oil, change over switch, earthing, etc. all complete.
87	Cable: Power wiring with required 120 Sq mm, 3.5 core, 1.1KV grade, armoured cable, Standard Aluminium conductor, XLPE/PVC insulated cablefromTransformer to Stablizer & Panel (MCP) including laying on wall or on floor as where required, jointing and making proper terminations, etc. all complete.
88	Cable: Power wiring with 35 Sq mm, 3 core, 1.1KV grade, Unarmoured cable, Standard Copper conductor,XLPE/PVC insulated cable from Panel (MCP) to Motors & Staters including laying on wall or on floor as where required, jointing and making proper terminations, etc. all complete.
89	Lighting: Providing internal and external lighting by doing wiring and installing lumenaries e.g. suitable Wattage of LED light fittingsin pump house, gangway, etc. all complete as per requirementat Pump house area.
90	SafetyItems:Supplying,Installationanderectingof Fire extinguisher, Lightening Arrestor,emergency light, First aid box, insulationgloves& shoes,tools&tackles,rubbermatting, instruction manual, etc. as per requirement and Indian standards at Pump house.
91	Raw Water & Pure Water Rising main.
92	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Laying of Raw water Rising Main.
93	Providing and SupplyingISI markcentrifugally cast (spun)ductileiron pressure pipefor waterworks with socket and Spigot ends confirmingtoIS8329/2000 in standard lengthsofclassK-9 suitable forpush- on - joint (Rubber gasket Djointing) with cementmortarlining inside the pipes with outside zinc and bituminous coating includingtransportation,taxes & duties contractor profit insurancecarriagetowork site with loading Unloading etc stacking including inspection chargesand alltaxesall complete.(including cost of one no. gasket for each pipe)
94	DI K-9,Dia 100 mm
95	DI K-9,Dia 150 mm
96	DI K-9,Dia 200 mm
97	DI K-9,Dia 250 mm
98	DI K-9,Dia 300 mm
99	ProvidingandsupplyinglSIstandardD.I.specials& fittingwithsealingrubbergasketofS.B.R.complete withcastironfollowerglandandM.S.nut&bolts coated or otherwise protected from rusting and suitable for 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523 Class K12
100	Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6)
101	Sluice & Scour Valve- 100 mm Dia
102	Sluice & Scour Valve- 150 mm Dia
103	Sluice & Scour Valve- 200 mm Dia
104	Sluice & Scour Valve- 250 mm Dia
105	Sluice & Scour Valve- 300 mm Dia
106	Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications 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, excluding GST levied by GOI & GOM in all respect etc. complete.Kinetic Air Valve Flanged Type - PN -1.6
107	1) 32 mm dia.
108	2) 40 mm dia.
109	3) 50 mm dia.
110	EarthWorkinexcavation(As perI.S.3114/1965)for layingofDifferenttypesand sizeofpipessoastogiveone meter averagecoveroverthe socketofpipewithdisposal of excavated earth within initialleadandliftas per specification and direction of Engineer-in-charge
111	For classification of soil item -A
112	For classification of soil item -B
113	Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 10 m and initial lift of 1.5 m as per specification amnd direction of E/I.
114	Supplyinglabours,tools,tackles,lubricantetcfor laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenchessupplyingrubbergasket(Rubbergaskets confirmingtoI.S.S.-5382-1969)andmakinggasket jointsincludingprovidingnightguard,barrierand red light to safe guard against accident ,all complete ( Pipetobesupplieddepartmentallyfreeofcostand laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E/I.
115	DI K-9,Dia 100 mm
116	DI K-9,Dia 150 mm
117	DI K-9,Dia 200 mm
118	DI K-9,Dia 250 mm
119	DI K-9,Dia 300 mm
120	Supplying labour tools and tackles for testing of laid CI pressure pipe up to 60 m meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.
121	DI K-9,Dia 100 mm
122	DI K-9,Dia 150 mm
123	DI K-9,Dia 200 mm
124	DI K-9,Dia 250 mm
125	DI K-9,Dia 300 mm
126	Labour charge for one cutting of cast iron pipe and specials including necessary tools and plants , chipping of filling surface finish as per specification and direction of E/I
127	DI K-9,Dia 100 mm
128	DI K-9,Dia 150 mm
129	DI K-9,Dia 200 mm
130	DI K-9,Dia 250 mm
131	DI K-9,Dia 300 mm
132	Supplyng labour and tools for fixing CI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.
133	Sluice Valve- 100 mm Dia
134	Sluice Valve- 150 mm Dia
135	Sluice Valve- 200 mm Dia
136	Sluice Valve- 250 mm Dia
137	Sluice Valve- 300 mm Dia
138	Lowering,layingandfixingin properalignment andposition all types of C.I. air valves as directedbyEngineer –in–charge including cost of conveyancefromstoreto site ofwork,costofallmaterialand givingsatisfactoryhydraulic testingetc.complete.(forall class of valves).
139	1) 32 mm dia.
140	2) 40 mm dia.
141	3) 50 mm dia.
142	Providing and constructing B.B. masonary valve chamber with 15 mm thick (1:3:6)proportion PCC bedding, excluding excavation, B.B masonery in CM 1:5 proportion precastRCCframe&cover,etc.completeasper directedbyEngineer-in-charge.
143	Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size
144	ProvidingP.C.C.M-150withnominalmixof(1:2:4)in foundation with approved qualitystone metal(20 mm to 6 mm Size) clean coarse sand of F.M. 2.5 to 3 including screening,shuttering,mixingcementconcreteinmixer andplacinginposition,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer -in charge
145	For 100 mm dia pipe
146	For 150 mm dia Pipe
147	For 200 mm dia Pipe
148	For 250 mm dia Pipe
149	For 300 mm dia Pipe
150	Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.
151	Providing installing and giving solisfactory field testing of bulk water meter, horizontal inferential multiget Type with magnetic drive and day did suitable for ambient soe Tempertine duly sealed sgainst tampering complete with flange at both ends and conforming to class & as per 1504064 along with manufacturer\"s List entificat and guarantee certificate, excluding cost of all matinall and labour are with all complete.
152	100 mm dia
153	200 mm dia
154	Construction of 4.50 MLD Coventional WTP
155	Designing (asthetically) 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 antitermite treatment to entire structure below ground level, Mechanical and Electrical components of various sub works as given below, including necessary hydraulic testing, structural testing, equipment testing and trail run for 3 months etc. compete as directed by Engineer-in-Charge. (Turn-Key Job).
156	Aeration Fountain Plan area not less than 0.625 square meter per MLD
157	Ventury Flume With necessary devices, consisting of simple mechanical indicator. (Pedastal type gauge)
158	Flash mixer Rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec-1vane mixer type conferming to I.S. 7090 of 1985
159	FlocculatorConfirming to I.S. 7208 of 1974 (type C) with detention period of 30 minutes.
160	Clarifier Horizontal flow cicular tank, detention period 2-5 hours , overflow rate 30 cubic meter per day ( to be specified) , Weirloading not more than 300 cubic meter per meter per day , with mechanical sludge scaper confirming to I.S. 10313 1982 with necessary inlet arrangements
161	Rapid Sand Filters and Filter House Filter designed for filtration rate of 5.000 litres per square metre per hour, minimum 2 beds for plant upto 10 MLD, for larger plants as specified,filters to be located in filter house with roof slab,pipe gallery and platform minimum 5.5 metre in width with constsnt rate filtration or declining rate filtration
162	a. Filter Sand Effective size 0.45 to 0.70 mm, uniformity coefficient not more than 1.7 nor less than 1.3m depth of water over sand 0.75 m, free board 50 cm, gravel 0.45m in depth, sand and gravel confirming to I.S. 8491(I) - 77, backwash by airwash, standard appurtenances( to be specified), rate of flow controller, filter gauge, sand expansion gauge, etc.
163	b. Wash Water Tank Capacity to be specified and suitable to supply water to wash specified number of filter beds at a time 12 min @ 600 lit/sqm/min. under a head of 12 m at under a drain
164	c. Wash Water Pumps Capacity to fill water tank in 1 hour with 100% standby.
165	d. Air Blowers Capable of delivering 600 LMP per square metre of free air, of filter area at 0.4 kg/square cm at the underdrains (100% standby) for period of 5 min
166	Chemical House in Two Storeys
167	a.Ground Floor to accommodate 7 days alum requirement and sundry storage.
168	b. First Floor to accommodate alum and lime tanks, chain pulley block etc.
169	c. Solution tanksMinimum 3 tanks (one for preparation, second for dosing and third as standby), 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 upto 10% only) confirming to I.S. 9222 part-I 1979.
170	Pure Water Sump and Pump House.
171	a. Capacity of sumpOne hour of designed flow. b. Pump HousePump House of required size overthe sump or by the side.
172	Store HouseSuitable for alum storage of three months and 7 days temporary storage,7 days TCLrequirement in monsoon with 20% extra capacity for other sundry articles.
173	Vaccum feed type chlorinator -make to be approved. By MJPa. Confirming to I.S. 10533 - A Part -II 1983.b. Chlorinator equipment and container room to confirm to I.S. 10553 Part - I 1983.c.100% standby shall be provided.
174	By pass arrangements - C.I. Or M.S. pipes.i) By passing all units of T.P. (ii) By passing flash mixer, clariflocculator. (iii) by passing flash mixer,clariflocculator and filter units.
175	Disposal of waste from WTP;Safe disposal arrangement to nearby naala including cost of pipe
176	For WTP capacity30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pumping machinary, rising main etc. complete
177	Drainage arrangementsTo decent all units of WTPwith CI pipes upto boundary of each unit and further extension with RCC pipes to nearby nalla.
178	Electrical installationBoth internal and external including entire plant area.
179	Laboratory equipmentas per requirement (tospecified during tendering).
180	Sanitary blocksCarpet area-15 square metre minimum upto 25 mld and 25 squre metre above 25 mld
181	Administrative block and internal roadTo 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.
182	Rates given below are inclusive of uplift pressure if any and dewatering during entire work.
183	Disposal of waste from WTP; safe disposal arrangement to nearby nalla including cost of pipes.
184	For WTP of capacity 30 mld and more and additional arranangement for backwash water recycle shall be provided,including sump,pumping machinery, rising main etc. complete.
185	All pipes conduits channel with 22% overloading.
186	These rates are applicable for seimic zones-2,3 and 4.
187	All RCC structures shall be constructedin m-300.
188	All pipes and conduits channel with 20% overloading capacity.
189	Capacity of Conventional WTP – 4.50MLD
190	Mechanical & Electrical Part at WTP
191	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Clear WaterC.F. Pump with all complete job
192	Supply, installation, testing and commissioning ofCentrifugal Pumppumpsets with allied equipment as under -
193	Centrifugal Pump -: Supplying, installation, testing & commissioning ofHorizontal Split Casing/ Multistage Centrifugal Pump conforming IS: 5120, [make: Kirloskar/ WPIL/Mather & Platt/ Jyoti], capable for suitable discharge and head, consisting of stainless steel/bronze impellers, stainless steel Pump shaft & other required accessories, providing required MS/CI pipes, flanges, reducer and specials, nuts bolts, packings,pressure gauge, standard fittings, etc. with required size of sluice valve and non-return valve & all other accessories .
194	Induction Motor -: Above mention pump shall be coupled with energy efficient squirrel cage induction motor (IE3) conforming IS: 12615, having 15% more BHP than that of pump, operating on 3 Phase, 415V, 50Hz AC Supply with 1500 rpm [make: Kirloskar/ ABB/ Crompton Greaves/ Marathon].Including cost of construction foundation, base plate, bolts & nuts, piping work for suction & delivery line, common header & all other piping works required for the job, etc. all complete job.
195	Pumping Unit -(i) -: Discharge- 3.60 LPS and Head- 32 m (1W+1S)
196	Pumping Unit -(ii) -: Discharge- 2.83 LPS and Head- 54 m (1W+1S)
197	Pumping Unit -(iii) -: Discharge- 44.78 LPS and Head- 126 m (1W+1S)
198	Motor Control Panel:Supplying, installation, testing & commissioning of Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable guage and size,dust and vermin proofconsisting of proper power distribution 4 pole 500A copper busbar, 1 no. incoming feeder with spare of 500A MCCB, 6 nos. outgoing feeder including spare feeder of 32A MCCB for pumps sets, 3 nos. outgoing feeder including spare feeder of 315A MCCB for pumps sets, 2 nos. 32A MCB& 2 nos. 100A MCCB feeder for lighting, other electrical utilities and spare feeder, switch disconnected isolator (TPN), selector switches, Volt-meters, Ampere-meters, indicator lamps with internal wiring, protection units/relays, control cables and capacitor banks of proper KVAR for Power Factor control. Panel board shall be duly painted with two coats of super enameled paint of approved colour with one coat of red oxide primer according to Indian standards and instruction of E/I, etc. all complete.
199	Starter: Supplying, installation, testing & commissioning of assembled Fully Automatic Star Delta starter, in a provided cubical panel to operate induction motor with no volt coil, over load relay and ON/OFF push buttons, with necessary material and connected to supply, etc. all complete.
200	a) 5 HP Motors
201	b) 120 HP Motors
202	Earthing: Earthing with copper earth plate including accessories and providing masanory enclosure with cover plate having locking arrangement and watering pipe of 2.7 m long etc. with charcoal / coke and salt, with connection with suitable strip/wire as required conforming IS:3043.
203	Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne 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 with travelling trolley.
204	Servo Controlled Automatic Voltage Stabilizer: Supplying, installation, testing & commissioning of 250 KVA Servo Controlled Automatic Voltage stabiliser suitable for out put voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer (oil cooled). The stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and user\"s controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttons etc. Protections and indications shall be incorporated with Over Voltage / Under Voltage, Single Phasing & Cut off contactor with electronic output sensing unit, including T-oil, change over switch, etc. all complete.
205	Cable: Power wiring with required 400 Sq mm, 3.5 core, 1.1KV grade, armoured cable, Standard Aluminium conductor, XLPE/PVC insulated cablefromTransformer to Stablizer & Panel (MCP) including laying on wall or on floor as where required, jointing and making proper terminations, etc. all complete.
206	Cable: Power wiring with 3 core, 1.1KV grade, armoured cable, Standard Copper conductor,XLPE/PVC insulated cable of required size in Sq mm,from Panel (MCP) to Motors & Staters including laying on wall or on floor as where required, jointing and making proper terminations, etc. all complete.
207	a) 2.50 Sq mm
208	b) 120 Sq mm (armend)
209	SafetyItems:Supplying,Installationanderectingof Fire extinguisher, Lightening Arrestor,emergency light, First aid box, insulationgloves& shoes,tools&tackles,rubbermatting, instruction manual, etc. as per requirement and Indian standards at Pump house.
210	Elevated Service Reservoir (ESR)
211	Designing (aesthetically) and constructing RCC Elevated Service Reservoir of following capacity with RCC staging consisting of columns, internal and external bracing spaced vertically not more than 4.0 m centre to centre of ESR 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 m, 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, lightning conductor, G.I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level, M.S. grill gate of 2 m height with locking arrangement of approved design B.B. masonary cambers for all valves, ventilating shafts providing and applying three coats of cement paint to the structure including roof slab an depoxy paint to internal surface and anti-termite treatnment for underground parts of the structure and giving satisfactory water tightness test as per IS Code. The job to include painting the name of the scheme and other details on the reservior as per the direction of E/I charge
212	The design of the structure be in accordance with relevant (I.S. 3370-2009 or revised)
213	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.
214	For design having more than 6 columns, providing of internal bracing is obligatory, external bracing is also obligatory.
215	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.
216	Plain around mild steel bars grade I confirming to IS 432 part - I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed.
217	Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.
218	These rates are include providing, M.S. ladder for E.S.R.s upto 2 lakhs capacity and providing spiral staircase for ESR above 2 Lakh litres capacity.
219	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 design and constructed in M-300.
220	These rates are including the cost of uplift pressure if any and entire dewatering during and execution. In case of water logging area where water is stuck at shallow depth extra provision of dewatering shall be made as per site condition.
221	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.
222	RCC ESR atZone - 1: PENDARABERA (RAPCHA ) ESR Capacity 2.00 Lakh Litre Staging Height - 24.00m
223	Distribution System
224	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Providing all labour, materials, equipment to procure and laying of pipes for distribution main .
225	Providing and supplying ISI mark centrifugally cast (spun) ductile Iron pipes of 100 mm and above all diameter for water works with sockets and spigot ends confirming to IS 8329/2000 in standard working lengths of 4.5, 5.5 and 6.0 M for classification K-7 and K-9 suitable for push on joints (rubber gasket D jointing) with cement mortar lining inside the pipes with outsides zinc and bituminous coating rate are ex-factory excluding transportation, taxes and duties contractor profit and over head charges etc.(Including cost of one No. gasket for each pipe) & 10 % Contractors profit is added.
226	100 mm dia pipe
227	150 mm dia pipe
228	200 mm dia pipe
229	ProvidingandsupplyinglSIstandardD.I.specials& fittingwithsealingrubbergasketofS.B.R.complete withcastironfollowerglandandM.S.nut&bolts coated or otherwise protected from rusting and suitable for 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523
230	For 100 - 300 mm dia Pipe
231	Providing and supplyingin standard lengths High Density Polyethyene Pipe (HDPE pipe) confirming to IS 4984-4984/ 14151/ 12786/ 13488, (Latest Revision with necessary jointing materials like mechanical connector i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joints excluding coupler/ specials including transportat- ion and freight charges, inspection charges, loading unloading charges, conveyance to site, stacking etc all complete excluding GST
232	63 mm dia. HDPE 6 Kg/Cm²
233	75 mm dia. HDPE 6 Kg/Cm²
234	90 mm dia. HDPE 6 Kg/Cm²
235	110 mm dia. HDPE 6 Kg/Cm²
236	Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6)
237	Sluice & Scour Valve-Dia100 mm
238	Sluice & Scour Valve-Dia150 mm
239	Sluice & Scour Valve-Dia 200 mm
240	Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes 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.
241	For classification of soil item-A
242	For classification of soil item-B
243	Lowering, laying and jointing with SBR rubber gaskets DI pipes of various classes with CI/MS specials of following diameter in proper position, grade and alignment as directed by Engineer in Charge including conveyance of material from store to site of work including cost of jointing materials and rubber rings, labour giving hydraulic testing etc. complete (without gasket)
244	100 mm dia pipe
245	150 mm dia pipe
246	200 mm dia pipe
247	Supplying labour and tools for laying and jointing HDPE pipes in trenches and making butt welded joint, supplying heating mirror, jack etc. and providing night guard, barrier and red light to safe guard against accident, all complete as per specification and direction of E/I.
248	63 mm dia. HDPE 6 Kg/Cm²
249	75 mm dia. HDPE 6 Kg/Cm²
250	90 mm dia. HDPE 6 Kg/Cm²
251	110 mm dia. HDPE 6 Kg/Cm²
252	Supplying labour tools and tackles for testing of Laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.
253	100 mm dia pipe
254	150 mm dia pipe
255	200 mm dia pipe
256	63 mm dia. HDPE 6 Kg/Cm²
257	75 mm dia. HDPE 6 Kg/Cm²
258	90 mm dia. HDPE 6 Kg/Cm²
259	110 mm dia. HDPE 6 Kg/Cm²
260	Labour charge for one cutting of CI/DI pipe and specials including necessary tools and plants, chipping of filling surface finish as per specification and direction of E/I.
261	100 mm dia pipe
262	150 mm dia pipe
263	200 mm dia pipe
264	Supplyng labour and tools for fixing CI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.
265	Sluice Valve-Dia100 mm
266	Sluice Valve-Dia150 mm
267	Sluice Valve-Dia 200 mm
268	Providing and constructing B.B. masonary valve chamber with 15cm thick 1:3:6 proportion PCC bedding,excludingexcavation,B.BmasoneryinCM 1:6 proportion precast RCC frame & cover, etc. completeasperdirectedby Engineer-in-charge.
269	Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size
270	Supplyingtool cutting road as well restoring the same as per specification and direction of E/I
271	Pucca road-
272	Water Bound Macadam Road-
273	Dismantaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I.
274	Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I.
275	Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.
276	BOUNDARY/ COMPOUND WALL (472.80 M)
277	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.
278	Earth work in excavation in foundation trenches in hard soil (vide classification of soil item B) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.
279	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).
280	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.
281	Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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, taxes and royalty all complete as per building specification and direction of E/I.Qnty in Foundation:
282	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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, taxes and royalty all complete as per building specification and direction of E/I.Qnty in Foundation:
283	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inStiffners with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
284	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inband at plinth level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
285	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inband at lintel level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
286	Providing Centaring & Shuttering including strutting, Propping etc&all Complete.
287	For RCC Work in Foundation
288	For RCC Siffners
289	For RCC Band at Plinth & Lintel Level
290	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, taxes and royalty all complete as per building specification and direction of E/I.
291	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, taxes and royalty all complete as per specification and direction of E/I.
292	providing two coats of snow cerm 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 taxes all complete as per building specification & direction of E/I. .
293	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
294	Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I
295	Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
296	Cement10KM lead
297	Steel10KM lead
298	Sand36KM lead
299	Bricks6KM lead
300	Stone/Stone Chips11KM lead
301	Cost of Gate (2 Nos)
302	Earth work in excavation in foundation trenches in hard soil (vide classification of soil item B) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.
303	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).
304	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.
305	Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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, taxes and royalty all complete as per building specification and direction of E/I.
306	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 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, taxes and royalty all complete as per building specification and direction of E/I.
307	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Column with approved quality of stone metal grade - III ( 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, taxes and royalty all complete as per building specification and direction of E/I.
308	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Band at Plinth level with approved quality of stone metal grade - III ( 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, taxes and royalty all complete as per building specification and direction of E/I.
309	Providing Centaring & Shuttering including strutting, Propping etc&all Complete.
310	For RCC Work in Foundation
311	For RCC Column
312	For RCC Bend at Plinth & Lintel Level
313	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
314	filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I
315	Supplying fitting & Fixing M.S grill gate with M.S grills made 20x6mm M.S flat or 16mm M.S square bars fitted 25x25x6mm M.S angle farme 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 , taxes all complete as per direction of E/I.
316	Providing two coats of painting with ready mixed paint of approved shade and make over steel surface
317	Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
318	Cement10KM lead
319	Steel10KM lead
320	Sand36KM lead
321	Bricks6KM lead
322	Stone/Stone Chips11KM lead
323	HIGHWAY CROSSING & RAILWAY CROSSING
324	Manufacturing providing and supplying spirally welded/ ERW/ SAW/ Fabricated M.S. Pipes (Commercial Quantity) including procurements of Plates. Gas cutting to required size rolling tack welding assembling in suitable lenghths to form pipes, welding on automaticweldingmachineandforming\"v\"edgeon bothendsofpipeincludingalltaxes(Centraland Local), railway freight, Insurance unloading form railway wagon,loadingintotrucktransporttostores/ site, unloading, stackingetc.complete as per IS-3589 andIS-5504asapplicableasperspecifications(No negative tolerance in thickness is permissible).
325	FOR HIGHWAY CROSSING
326	A) 323.90 mm dia (O.D.), Thickness of pipe 9.5 mm(For Casing of Distribution Pipe Line Dia.-150 mm.),Length of Crossing = 40 M
327	B) 273.10 mm dia (O.D.), Thickness of pipe 9.3 mm(For Casing of Distribution Pipe Line Dia.-100 mm.),Length of Crossing = 40 M
328	FOR RAILWAY CROSSING
329	A) 355.70 mm dia (O.D.), Thickness of pipe 9.5 mm(For Casing of PWRM Dia.-200 mm.),Length of Crossing = 70 M
330	Installation of product pipe by Guided Auger Boring method including making of entry and exit pits, all related civil works like excavation , shoring / strutting, etc., shielded excavation through auger boring process, lowering of pipe segments in the jacking pit,laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instructions of the Engineer -in-charge all complete except the cost of the pipe . Average cover of 1.5M depth below G.L (upto 100 meter installation lenght ) In hard soil
331	a)Upto 300 mm dia
332	b) 300 mm dia.to 450 mm dia
333	Providingandapplyinggraphiteofapprivedprimeof first inferol 49 W emaline 05/58 pipe cost or any other equivelentapprovedpaintotheinternalsurfaceof pipe line at sight.
334	First Coat
335	Second Coat
336	COFFER DAM
337	Providing, constructing coffer dam in river basin/dam storages as per type design including excavation,fillingthe middle portion with B.C.soil (in gunny bags if required).Providing impervious / semimperviousmaterialson bothsideofB.C.soil(in gunny bags if required) including ramming, compacting to satisfaction of Engineer-in-charge,till the completion of work including dismantling coffer dam after completionofworksand disposing offmaterialas directed by the Engineer-in-charge.
338	For Gangway
339	For Intake Well
340	Dewatering the excavated trenches and pools of water in the building trinches/pipe line trenches , wellworksbyusingpumpsandotherdevicesincludingdisposingoffwatertosafedistanceas directed by Engineer- in -charge (including cost of machinery , labour fuel, etc. complete)
341	For Gangway
342	For Intake Well
343	Staff Quarters
344	Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and Provision of twin type Staff Quarter etc. all complete job.
345	E / W in excavation in foundation trenches in ordinary soil (vide classification of soil item - A ) and disposal of excavated earth obtained to a distanceupto50 M includingall lift leveling, rammingthe foundation trenches removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.
346	Providing, coarse clean sand in filling in foundation trenches/ in plinth including ramming & watering in layers not exceeding 150mm thick with all leads, including cost of materials, labour, royalty & taxes all complete as per building specification & direction of E/I. (mode of measurement compacted volume).
347	Providing designation 75 A 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.
348	Providing P.C.C.M -100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade- III (50 mm to 25 mm size) clean coarse sand of F.M.2.5 to 3 including screening, shu ttering , mixing cement concrete in mixer & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification & direction of Engineer-in-charge.
349	Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I.
350	Providing 25 mm thick damp proof coarse with cement concrete M-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F.M.2.5 to 3 including screening, shuttering, mixing cement concrete in mixer with 5 %cico or any other approved water proofing compound and placing in position, striking, curing, taxes & royalty all complete as per building specification & direction of E/I.
351	Providing designation 75 A brick work in C.M. (1:6) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, costofscreening, materials scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I.
352	Providing R.C.C.M -150 with nominal mix of (1:2:4) in lintel with approvedquality of stone ships 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer & placingin position vibrating, striking, curing (but excluding the cost of reinforcement), taxes & royalty all complete, as per building specification and direction of E/I.
353	Providing average 63 mm thick R.C.C.M-150 with nominal mix of (1:2:4) chajja with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of F.M. 2.5 to 3 including making drip course in concrete, screening, centering, shuttering& mixing cement concrete in mixer & placing in position vibrating, striking, 6 mm cement plaster (1:4) in ceiling & sides of chajja with sand of F.M. 1.5, curing (but excluding the cost of reinforcement )taxes and royalty all complete as per building specification of E/I.
354	Providing R.C.C. M-200 with nominal mix of (1:2:4) in roof slab with approved quality of stone chips 20 mm to 6 mm size Graded & clean coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes & royalty all complete as per building specification & direction of the E/I.
355	Providing centering and shuttering including strutting, propping etc with all complete.
356	For lintel & Lintel Beam
357	For Chajja
358	For Shelves
359	For Roof
360	Supplying, fitting & fixing good quality, well dressed & well seasoned sal wood work in chaukhat in doors, windows, skylights, fanlights 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 the E/I.
361	Supplying fitting and fixing 250 x 20 x 6 mm L-type M.S. Clamp properly fish tailed, including making holes and setting the same in 375 x 125 x 75 mm cement concrete block (1:2:4) with cost ofall labour and materials and taxes as per building specification and direction of E/I .
362	Supplying fitting & fixing 38mm thick good quality well dressed and well seasoned Sal wood battened shutter ledged & braced in doors and windows with oxidized iron fitting such as hinges, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand block as per schedule, taxes & royalty all complete as per building specification & direction of E/I.
363	Supplying, fitting & fixing M.S. Grill made of 20 x 6mm M.S. Flat as per approved design & drawing properly fabricated with Joints continuous fillet welded and finishedsmooth, carriage of grill to work site, hoisting as per the building specification and direction of E/I. (wherematerialsisnot supplied by the Deptt.)
364	Providing 25 mm thick precast R.C.C. M-150 with nominal mix of (1:2:4) jali with approved quality of stone chips of 6 mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S. wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing, scaffolding and finishing all complete as per building specification and direction of E/I.
365	Providing and fixing fan hook of 16 mm dia M.S. bar 1 meter long bent to required size and shape, placed in position and fixing in R.C.C. slab/beam at thetimeofcasting allcomplete as per building specification anddirection of E/I. (where material is not supplied by Deptt.).
366	Supplying fitting and fixing M.S. grill gate with M.S. grills made of20 x 6 mm M.S. flats or 16 mm .M.S. square bars fitted on 25 x 25 x 6mm. M.S. Angle frame of size 60 x 60 x 6 m m 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 priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. (when steel is not supplied by the Deptt.)
367	Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 includingscreening, curing with allleads&liftsofwater, scaffolding, taxes & royalty all complete as per building specification & direction of E/I.
368	Providing 12 mm thick cement plaster(1:6)withcleancoarse sand of F.M.1.5including screening, Curing with all leads & lifts of water, scaffolding, taxesand royalty all complete as per buildingspecification& direction of E/I.
369	Providing cement 1:3 (12mm ) plaster with cement mortar (1:3) using clean coarse sandfinishing with neat punning a dado 6\" (150 mm) higha side room and out side wall upto plinth level includng screening , curing with all leads & lifts of water , scaffolding , taxes and royaltyall completeas per buildingspecification & direction of E/I
370	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)
371	Provliding average 150 mm thick dry rammed khoa beaten to 112 mm. ( compacted with water ) made of well burnt or jhama bricks includingramming properly tillcompacted thickness is achieved, curing & carriage of water with all leads, making proper slope & blending the top with cement mortar ( 1 : 10 ) all complete as per building specification & direction of E/I.
372	Providing 25 mm thick . First class patent stone flooring (1:2:4) with stone chips in two layers ,bottom layer 19 mmthick (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 taxes & royalty with all completeas per building specification & direction of E/I
373	Providing designation 75 A one brick on edge flooring in C.M (1:4) with top surface flush pointed in CM (1:4) approvedquality of clean coarsesand of F.M 2 to 2.5 including the cost of screening ,raking outjointsto 15 mm depth , curing taxes,royalty all complete as per building specification and direction (E/I)
374	Providingtwosnowcemofapprovedshadeandmakeovercostof cementprimerincludingcostofcleaningsurfacethoroughlyand removing the scales of smoke and mosh marks with jhama rubbing, scaffolding , washing, of floors and taxes all complete as per building specification and direction of E/I.
375	Color washing two coats over a coat of white wash over new surface with approved quality of lime in approved shade including the cost of cleaning surface thoroughly and removing the scales & mosh marks with jhama rubbing, scaffolding washing of floors and taxes all complete as per building specification and direction of E/I.
376	Providing two coats of synthetic enamel paint of approved shade and make over new wooden surface including cleaning the surface after removing dirt, scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I
377	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 and taxes all complete as per building specification and direction of E/I
378	Providing two coats of synthetic enamel paint of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding & taxes all complete as per building specification & direction of E/I.
379	Providing tor steel reinforcement of 8 mm dia as per approved design and drawing excluding carriage of 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 Specification and direction of E/I.TMT Fe 500 (Only validfor SAIL and TATA )
380	Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
381	Cement10KM lead
382	Steel10KM lead
383	Sand36KM lead
384	Bricks6KM lead
385	Stone/Stone Chips 11KM lead
386	Water Supply Sanitation Installation (Plumbing work)
387	Supplying and laying GI pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of E/I.
388	i) 25mm GI. Pipe.
389	ii) 15 mm GI. Pipe.
390	Supplying materials and labours for fixing GI Pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of E/I.
391	i) 15 mm GI. Pipe
392	Supplying, fitting and fixing of GM ferrule of approved make in DI/CI main including drilling and tapping CI/DI main etc. all complete as per specification and direction of E/I.
393	Supplying and fixing GI fittings of approved make all complete as per direction of E/I.
394	(a) Elbow 15 mm dia
395	(b) Tee plane 15mm dia
396	(c) Nipple 15mm dia.
397	(d) Union Socket 25mm dia
398	(e) Union Socket 15mm dia
399	(f) Brass bib cock15mm dia
400	(g) C.I stop cock 15mm dia
401	(h) C.I. stop cock 25mm dia
402	(i) Reducing Socket 25x15mm
403	(j) Tee 25x25x15mm dia
404	Supplying, fitting and fixing vitreous white glazed earthen were I W C of parry Hindustan or any other I.S.S approved make with 100 mm HCI ‘P’ trap, 15 Liters CI pull and let go flushing cistern of names or otherISS equivalent make complete with all fittings C.I. or C.C brackets, 32 mm, alkathene /PVC telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, GI chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .CI body brass spindle, stop cock of weight not less than 50 grams, 15 mm. PVC connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I.(510mm.long with 12.5 Liter low level PVCSystem).
405	SEPTIC TANKand SOAK PIT
406	Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removingrootsoftrees, shrubsall complete as per approved design, building specification and direction of E/I.
407	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I.
408	Providing designation 75A one Brick flat soling, joints filled with local sand including cost of watering, tax, royalty all complete as per building specification and direction of E/I.
409	Providing P.C.C M150 with nominal mix of (1:2:4) in foundation with approved stone chips 20mmto 6mm size well graded andclean course sand of FM-2.5to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, Vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
410	Providing water proof cement plaster (1:3) with clean course sand of F.M- 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per buildingspecification and directions of E/I.
411	(a) 19 mm thick
412	(b) 12 mm thick
413	Providing designation 75A bricks work in C.M. in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints, cost of screening materials racking out joints to 15 mm. depth, curing taxes and royalty all complete as per building specification and direction of E/I.
414	(a) B/Win C.M (1:4)
415	(b) B/W 75-B in (1:6) for Soak pit
416	(c) Brick work in dry masonry for soak pit.
417	Providing pre cast R.C.C.M-150 with nominal mix of (1:2:4) slab of desired sizewith approved quality of stone chipsand clean coarse sand of FM 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes and royalty etc. all complete as per building specification and direction of E/I.
418	Providing Tor reinforcement as per approved design and drawing excluding carriage of tor rod to work site including 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.
419	10 mm dia
420	Supplying fitting and fixing H.C.I. Pipe/ H.C.I. fitting of Approved make confirming to I.S.S 1729 including supplying nails and bobbins lead andyarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I.
421	(a)100mm dia H.C.I. Tee.
422	(b) 100mm dia H.C.I. Band
423	(c) 50mm dia H.C.I. Cowel
424	(d) 50mm dia H.C.I. Vent pipe
425	(e) 100mm H.C.I. Pipe
426	Supplying materials and labours and fixing20mm dia M.S bar steps in wall of 0.3 m interval and staggeredin (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I.
427	Supplying all materials, labours, tools and tackles and 100mm dia R.C.C hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete.
428	Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I.
429	Supplying materials and labours for constructing inspection chamber of designation class 75 B bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475 mm G.I. Cover With frame ( Weight not less than 36 Kg.) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I
430	Carriages of materials
431	(a) Brick –6 KM lead
432	(b) Sand -36 KM lead
433	(c) Stone chips -11 KM lead
434	(d) Steel 10 KM
435	(d) Cement- 10 KM lead
436	Electrical Works
437	Point wiring in PVC conduit with modular type switch wiring for light point /fan point with 1.5sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required
438	Wiring for twin control light point with 1.5 sqmmF.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with two way modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required
439	Wiring for light /power plug point with 2 x 4 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with one no 4 sqmmFR PVC insulated copper conductor single core cable for loop earthing etc as required
440	Coppersub main wiring in PVC conduit Wiring for sub main wiring withPVC insulated copper conductor single corein surface/recessed PVC conduitas required
441	2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring
442	2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring
443	Supplying and fixing following way three pole and neutral sheet MCB distribution board 415 volts on surface/recessed complete with tinned copper bush bars ,neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required (but with out mcb / rccb / Isolator) (4 +12 ) double door horizontal type
444	Supplying and fixing 5 amp to 32 amp, rating 240 volts, B series miniature circuit breaker of single poles in existing MCB DB complete with connecting ,testing, and commissioning etc as required
445	Earthing with G.I. earth pipe 4.5 M long 40mm diaincluding accessories and providing masonry enclosure withcopperplate having locking arrangement and watering pipe etc with charcoal ,salt all complete as per electrical rule
446	Supplying ,fitting and fixing following sizes of PVC conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required
447	PVC con 20 mm PVC pipe
448	PVC con 25 mm PVC pipe
449	Installation commissioning and testing Ceiling Fan
450	Carriage of ceiling fan and regulator
451	Supplying ,fitting and fixing 5 amp ceiling rose on the existing junction
452	Supplying ,fitting and fixing breas batten/ angle holder including connection etc.
453	Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3pin 5/6 amp modular type switch, connection, painting etc as required.
454	Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 6pin 5/6 amp and 15/16 amp socket outlet and 15/16 amp modulartype switch, connection, painting etc as required.
455	Supplying and drawing co-axial T.V. cable RG-06 grade 0.7 nn solid copper conductor PE insulated seilded with fine tinned cover braid and protected with PVC sheath in the existing surface / recessed steel/ PVC conduit as required.
456	Supplying and fixing modular switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc,as required. TV antenna socket out put
457	Supplying ,fitting and fixingmodular base andcover plate on existing modular metal boxes etcas required.
458	Cost ofEarthing with G.I. earth pipe 4.5 M long 40mm diaG.I.Pipe 600mm x 600mm x 6mm thick copper earth plate, and 8 SWG copper wire including cost of making 1.2x1.2x3m deep pit and filling with charcoal ,salt all complete as per electrical rule
459	House Connection (1396 Nos)
460	Earth work in excavation(as per IS 3114/1965 for laying of different types and sizes 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 E/I.(For soil item B)
461	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours.royality and taxes all complete as per building specification and direction 0f E/I.(mde of measurement compacted volume)
462	Providing a PCC M-150 in nominal mix of(1:2:4)in foundation with approved quality of stone chips 20mm to including screening,shutteing,mixing cement concrete in mixer and placing a position,vibrating,striking,curing,taxes and loyality complete all as per building specification and direction of E/I
463	Providing centering and shuttering including strutting, propping etc with all complete.
464	Earth work in backfilling the trenches after laying different types and size of pipes with earth removed during exacavation within initials leads and lifts as per building specification and direction of E/I
465	Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5with 1.5 mm thick ceme punning over it including screenig,curing,wit all leads and lifts of as per building specification and direction of E/I.
466	Providing and supplying Blue MDPE pipes confirming to ISO 4427:1996 manufactured from vrgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(india)/DVM/KWA/SPGN etc for usage in drinking water with quality system. This cost shall include testing of all materials all taxes central, state, municipal, inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. PN16(SDR-9) with ED (20mm)
467	providing and supplying G.I. Pipes (tata and equivalent make) for usage in drinking water with quality system. The cost shall include testing of al materials all taxes central state, municipal , inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed.(15mm)
468	Lowering laying and JointingHDPE/MDPE pipes in proper position including all specials by compression fitting/electrofusion and but fusion jointing procedure including hydroulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion C30machine, electric mirror/ heater / but fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories fro hydraulic testing and all labours as direted by E/I as per IS-7634 part-2 (20mm)
469	Supplying labours and tools fro fixing G.I. Pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, celling and floor including supplying and fittings of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of E/I.
470	Supplying and fixing of G.M. Ferrule of approved make in existing C.I/D.I. Main including drilling and taping C.I./D.I. Main all complete as per specification and direction of E/I(3mm dia)
471	Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia)
472	Providing and fixing of male ended C.I. Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I(20 mm dia)
473	Supplying and fixing G.I. Fitting of approved make all complete as per specification and direction of E/I
474	20mm dia Elbow
475	15mm dia Elbow
476	20mm dia reducing socket
477	20 mm dia nipple
478	15 mm dia nipple
479	20mm dia union socket
480	15mm dia socket
481	20mm dia socket
482	Carriage of materials
483	Part- B JAGANNATHPUR RWSS
484	Elevated Service Reservoir (ESR)
485	Designing (aesthetically) and constructing RCC Elevated Service Reservoir of following capacity with RCC staging consisting of columns, internal and external bracing spaced vertically not more than 4.0 m centre to centre of ESR 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 m, 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, lightning conductor, G.I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level, M.S. grill gate of 2 m height with locking arrangement of approved design B.B. masonary cambers for all valves, ventilating shafts providing and applying three coats of cement paint to the structure including roof slab an depoxy paint to internal surface and anti-termite treatnment for underground parts of the structure and giving satisfactory water tightness test as per IS Code. The job to include painting the name of the scheme and other details on the reservior as per the direction of E/I charge
486	The design of the structure be in accordance with relevant (I.S. 3370-2009 or revised)
487	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.
488	For design having more than 6 columns, providing of internal bracing is obligatory, external bracing is also obligatory.
489	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.
490	Plain around mild steel bars grade I confirming to IS 432 part - I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed.
491	Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.
492	These rates are include providing, M.S. ladder for E.S.R.s upto 2 lakhs capacity and providing spiral staircase for ESR above 2 Lakh litres capacity.
493	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 design and constructed in M-300.
494	These rates are including the cost of uplift pressure if any and entire dewatering during and execution. In case of water logging area where water is stuck at shallow depth extra provision of dewatering shall be made as per site condition.
495	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.
496	RCC ESR atZone - 1: BALRAMPUR (JAGANNATHPUR ) ESR Capacity 2.70 Lakh Litre Staging Height - 23.00m
497	Distribution System
498	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Providing all labour, materials, equipment to procure and laying of pipes for distribution main .
499	Providing and supplying ISI mark centrifugally cast (spun) ductile Iron pipes of 100 mm and above all diameter for water works with sockets and spigot ends confirming to IS 8329/2000 in standard working lengths of 4.5, 5.5 and 6.0 M for classification K-7 and K-9 suitable for push on joints (rubber gasket D jointing) with cement mortar lining inside the pipes with outsides zinc and bituminous coating rate are ex-factory excluding transportation, taxes and duties contractor profit and over head charges etc.(Including cost of one No. gasket for each pipe) & 10 % Contractors profit is added.
500	100 mm dia pipe
501	150 mm dia pipe
502	200 mm dia pipe
503	ProvidingandsupplyinglSIstandardD.I.specials& fittingwithsealingrubbergasketofS.B.R.complete withcastironfollowerglandandM.S.nut&bolts coated or otherwise protected from rusting and suitable for 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523
504	For 100 - 300 mm dia Pipe
505	Providing and supplyingin standard lengths High Density Polyethyene Pipe (HDPE pipe) confirming to IS 4984-4984/ 14151/ 12786/ 13488, (Latest Revision with necessary jointing materials like mechanical connector i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joints excluding coupler/ specials including transportat- ion and freight charges, inspection charges, loading unloading charges, conveyance to site, stacking etc all complete excluding GST (PE-100 PN-10)
506	63 mm dia. HDPE 6 Kg/Cm²
507	75 mm dia. HDPE 6 Kg/Cm²
508	Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6)
509	Sluice & Scour Valve-Dia100 mm
510	Sluice & Scour Valve-Dia150 mm
511	Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes 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.
512	For classification of soil item-A
513	For classification of soil item-B
514	Lowering, laying and jointing with SBR rubber gaskets DI pipes of various classes with CI/MS specials of following diameter in proper position, grade and alignment as directed by Engineer in Charge including conveyance of material from store to site of work including cost of jointing materials and rubber rings, labour giving hydraulic testing etc. complete (without gasket)
515	100 mm dia pipe
516	150 mm dia pipe
517	200 mm dia pipe
518	Supplying labour and tools for laying and jointing HDPE pipes in trenches and making butt welded joint, supplying heating mirror, jack etc. and providing night guard, barrier and red light to safe guard against accident, all complete as per specification and direction of E/I.
519	63 mm dia. HDPE 6 Kg/Cm²
520	75 mm dia. HDPE 6 Kg/Cm²
521	Supplying labour tools and tackles for testing of Laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.
522	100 mm dia pipe
523	150 mm dia pipe
524	200 mm dia pipe
525	63 mm dia. HDPE 6 Kg/Cm²
526	75 mm dia. HDPE 6 Kg/Cm²
527	Labour charge for one cutting of CI/DI pipe and specials including necessary tools and plants, chipping of filling surface finish as per specification and direction of E/I.
528	100 mm dia pipe
529	150 mm dia pipe
530	200 mm dia pipe
531	63 mm dia. HDPE 6 Kg/Cm²
532	75 mm dia. HDPE 6 Kg/Cm²
533	Supplyng labour and tools for fixing CI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.
534	Sluice Valve-Dia100 mm
535	Sluice Valve-Dia150 mm
536	Providing and constructing B.B. masonary valve chamber with 15cm thick 1:3:6 proportion PCC bedding,excludingexcavation,B.BmasoneryinCM 1:6 proportion precast RCC frame & cover, etc. completeasperdirectedby Engineer-in-charge.
537	Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size
538	Supplyingtool cutting road as well restoring the same as per specification and direction of E/I
539	Pucca road-
540	Water Bound Macadam Road-
541	Dismantaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I.
542	Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I.
543	Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.
544	BOUNDARY/ COMPOUND WALL (116.40 M)
545	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.
546	Earth work in excavation in foundation trenches in hard soil (vide classification of soil item B) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.
547	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).
548	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.
549	Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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, taxes and royalty all complete as per building specification and direction of E/I.Qnty in Foundation:
550	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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, taxes and royalty all complete as per building specification and direction of E/I.Qnty in Foundation:
551	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inStiffners with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
552	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inband at plinth level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
553	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inband at lintel level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
554	Providing Centaring & Shuttering including strutting, Propping etc&all Complete.
555	For RCC Work in Foundation
556	For RCC Siffners
557	For RCC Band at Plinth & Lintel Level
558	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, taxes and royalty all complete as per building specification and direction of E/I.
559	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, taxes and royalty all complete as per specification and direction of E/I.
560	providing two coats of snow cerm 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 taxes all complete as per building specification & direction of E/I. .
561	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
562	Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I
563	Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
564	Cement10KM lead
565	Steel10KM lead
566	Sand36KM lead
567	Bricks6KM lead
568	Stone/Stone Chips11KM lead
569	Cost of Gate (1 Nos)
570	Earth work in excavation in foundation trenches in hard soil (vide classification of soil item B) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.
571	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).
572	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.
573	Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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, taxes and royalty all complete as per building specification and direction of E/I.
574	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 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, taxes and royalty all complete as per building specification and direction of E/I.
575	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Column with approved quality of stone metal grade - III ( 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, taxes and royalty all complete as per building specification and direction of E/I.
576	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Band at Plinth level with approved quality of stone metal grade - III ( 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, taxes and royalty all complete as per building specification and direction of E/I.
577	Providing Centaring & Shuttering including strutting, Propping etc&all Complete.
578	For RCC Work in Foundation
579	For RCC Column
580	For RCC Bend at Plinth & Lintel Level
581	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
582	filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I
583	Supplying fitting & Fixing M.S grill gate with M.S grills made 20x6mm M.S flat or 16mm M.S square bars fitted 25x25x6mm M.S angle farme 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 , taxes all complete as per direction of E/I.
584	Providing two coats of painting with ready mixed paint of approved shade and make over steel surface
585	Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
586	Cement10KM lead
587	Steel10KM lead
588	Sand36KM lead
589	Bricks6KM lead
590	Stone/Stone Chips11KM lead
591	House Connection (1462 Nos)
592	Earth work in excavation(as per IS 3114/1965 for laying of different types and sizes 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 E/I.(For soil item B)
593	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours.royality and taxes all complete as per building specification and direction 0f E/I.(mde of measurement compacted volume)
594	Providing a PCC M-150 in nominal mix of(1:2:4)in foundation with approved quality of stone chips 20mm to including screening,shutteing,mixing cement concrete in mixer and placing a position,vibrating,striking,curing,taxes and loyality complete all as per building specification and direction of E/I
595	Providing centering and shuttering including strutting, propping etc with all complete.
596	Earth work in backfilling the trenches after laying different types and size of pipes with earth removed during exacavation within initials leads and lifts as per building specification and direction of E/I
597	Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5with 1.5 mm thick ceme punning over it including screenig,curing,wit all leads and lifts of as per building specification and direction of E/I.
598	Providing and supplying Blue MDPE pipes confirming to ISO 4427:1996 manufactured from vrgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(india)/DVM/KWA/SPGN etc for usage in drinking water with quality system. This cost shall include testing of all materials all taxes central, state, municipal, inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. PN16(SDR-9) with ED (20mm)
599	providing and supplying G.I. Pipes (tata and equivalent make) for usage in drinking water with quality system. The cost shall include testing of al materials all taxes central state, municipal , inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed.(15mm)
600	Lowering laying and JointingHDPE/MDPE pipes in proper position including all specials by compression fitting/electrofusion and but fusion jointing procedure including hydroulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion C30machine, electric mirror/ heater / but fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories fro hydraulic testing and all labours as direted by E/I as per IS-7634 part-2 (20mm)
601	Supplying labours and tools fro fixing G.I. Pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, celling and floor including supplying and fittings of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of E/I.
602	Supplying and fixing of G.M. Ferrule of approved make in existing C.I/D.I. Main including drilling and taping C.I./D.I. Main all complete as per specification and direction of E/I(3mm dia)
603	Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia)
604	Providing and fixing of male ended C.I. Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I(20 mm dia)
605	Supplying and fixing G.I. Fitting of approved make all complete as per specification and direction of E/I
606	20mm dia Elbow
607	15mm dia Elbow
608	20mm dia reducing socket
609	20 mm dia nipple
610	15 mm dia nipple
611	20mm dia union socket
612	15mm dia socket
613	20mm dia socket
614	Carriage of materials
615	Part - C DUMRA RWSS
616	Elevated Service Reservoir (ESR)
617	Designing (aesthetically) and constructing RCC Elevated Service Reservoir of following capacity with RCC staging consisting of columns, internal and external bracing spaced vertically not more than 4.0 m centre to centre of ESR 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 m, 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, lightning conductor, G.I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level, M.S. grill gate of 2 m height with locking arrangement of approved design B.B. masonary cambers for all valves, ventilating shafts providing and applying three coats of cement paint to the structure including roof slab an depoxy paint to internal surface and anti-termite treatnment for underground parts of the structure and giving satisfactory water tightness test as per IS Code. The job to include painting the name of the scheme and other details on the reservior as per the direction of E/I charge
618	The design of the structure be in accordance with relevant (I.S. 3370-2009 or revised)
619	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.
620	For design having more than 6 columns, providing of internal bracing is obligatory, external bracing is also obligatory.
621	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.
622	Plain around mild steel bars grade I confirming to IS 432 part - I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed.
623	Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.
624	These rates are include providing, M.S. ladder for E.S.R.s upto 2 lakhs capacity and providing spiral staircase for ESR above 2 Lakh litres capacity.
625	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 design and constructed in M-300.
626	These rates are including the cost of uplift pressure if any and entire dewatering during and execution. In case of water logging area where water is stuck at shallow depth extra provision of dewatering shall be made as per site condition.
627	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.
628	RCC ESR Capacity 2.80 Lakh Litre Staging Height - 23.00 m
629	Distribution System
630	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Providing all labour, materials, equipment to procure and laying of pipes for distribution main .
631	Providing and supplying ISI mark centrifugally cast (spun) ductile Iron pipes of 100 mm and above all diameter for water works with sockets and spigot ends confirming to IS 8329/2000 in standard working lengths of 4.5, 5.5 and 6.0 M for classification K-7 and K-9 suitable for push on joints (rubber gasket D jointing) with cement mortar lining inside the pipes with outsides zinc and bituminous coating rate are ex-factory excluding transportation, taxes and duties contractor profit and over head charges etc.(Including cost of one No. gasket for each pipe) & 10 % Contractors profit is added.
632	100 mm dia pipe
633	150 mm dia pipe
634	200 mm dia pipe
635	250 mm dia pipe
636	ProvidingandsupplyinglSIstandardD.I.specials& fittingwithsealingrubbergasketofS.B.R.complete withcastironfollowerglandandM.S.nut&bolts coated or otherwise protected from rusting and suitable for 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523
637	For 100 - 300 mm dia Pipe
638	Providing and supplyingin standard lengths High Density Polyethyene Pipe (HDPE pipe) confirming to IS 4984-4984/ 14151/ 12786/ 13488, (Latest Revision with necessary jointing materials like mechanical connector i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joints excluding coupler/ specials including transportat- ion and freight charges, inspection charges, loading unloading charges, conveyance to site, stacking etc all complete excluding GST (PE-100 PN-10)
639	75 mm dia. HDPE 6 Kg/Cm²
640	Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6)
641	Sluice & Scour Valve-Dia 100 mm
642	Sluice & Scour Valve-Dia 150 mm
643	Sluice & Scour Valve-Dia 200 mm
644	Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes 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.
645	For classification of soil item-B
646	E/W in excavation of cut-off trenches as per designed section in soft rock or ordinary rock(where blasting is not needed) (Vide classification of soil item -C) with disposal of spoil (beyond50M away from the toe of dam in country side ) with initial lead of 150 m and lift of 1.5 M including making the section in profile,dressing sides in proper slope and bed in proper grade etc all complete as per specification and direction of E/I.
647	For classification of soil item-C
648	Lowering, laying and jointing with SBR rubber gaskets DI pipes of various classes with CI/MS specials of following diameter in proper position, grade and alignment as directed by Engineer in Charge including conveyance of material from store to site of work including cost of jointing materials and rubber rings, labour giving hydraulic testing etc. complete (without gasket)
649	100 mm dia pipe
650	150 mm dia pipe
651	200 mm dia pipe
652	250 mm dia pipe
653	Supplying labour and tools for laying and jointing HDPE pipes in trenches and making butt welded joint, supplying heating mirror, jack etc. and providing night guard, barrier and red light to safe guard against accident, all complete as per specification and direction of E/I.
654	75 mm dia. HDPE 6 Kg/Cm²
655	Supplying labour tools and tackles for testing of Laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.
656	100 mm dia pipe
657	150 mm dia pipe
658	200 mm dia pipe
659	250 mm dia pipe
660	75 mm dia. HDPE 6 Kg/Cm²
661	Labour charge for one cutting of CI/DI pipe and specials including necessary tools and plants, chipping of filling surface finish as per specification and direction of E/I.
662	100 mm dia pipe
663	150 mm dia pipe
664	200 mm dia pipe
665	250 mm dia pipe
666	75 mm dia. HDPE 6 Kg/Cm²
667	Supplyng labour and tools for fixing CI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.
668	Sluice Valve-Dia 100 mm
669	Sluice Valve-Dia 150 mm
670	Sluice Valve-Dia 200 mm
671	Providing and constructing B.B. masonary valve chamber with 15cm thick 1:3:6 proportion PCC bedding,excludingexcavation,B.BmasoneryinCM 1:6 proportion precast RCC frame & cover, etc. completeasperdirectedby Engineer-in-charge.
672	Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size
673	Supplyingtool cutting road as well restoring the same as per specification and direction of E/I
674	Pucca road-
675	Water Bound Macadam Road-
676	Dismantaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I.
677	Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I.
678	Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.
679	BOUNDARY/ COMPOUND WALL (116.40 M)
680	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.
681	Earth work in excavation in foundation trenches in hard soil (vide classification of soil item B) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.
682	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).
683	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.
684	Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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, taxes and royalty all complete as per building specification and direction of E/I.Qnty in Foundation:
685	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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, taxes and royalty all complete as per building specification and direction of E/I.Qnty in Foundation:
686	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inStiffners with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
687	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inband at plinth level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
688	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inband at lintel level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
689	Providing Centaring & Shuttering including strutting, Propping etc&all Complete.
690	For RCC Work in Foundation
691	For RCC Siffners
692	For RCC Band at Plinth & Lintel Level
693	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, taxes and royalty all complete as per building specification and direction of E/I.
694	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, taxes and royalty all complete as per specification and direction of E/I.
695	providing two coats of snow cerm 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 taxes all complete as per building specification & direction of E/I. .
696	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
697	Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I
698	Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
699	Cement10KM lead
700	Steel10KM lead
701	Sand36KM lead
702	Bricks6KM lead
703	Stone/Stone Chips11KM lead
704	Cost of Gate (1 Nos)
705	Earth work in excavation in foundation trenches in hard soil (vide classification of soil item B) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.
706	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).
707	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.
708	Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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, taxes and royalty all complete as per building specification and direction of E/I.
709	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 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, taxes and royalty all complete as per building specification and direction of E/I.
710	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Column with approved quality of stone metal grade - III ( 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, taxes and royalty all complete as per building specification and direction of E/I.
711	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Band at Plinth level with approved quality of stone metal grade - III ( 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, taxes and royalty all complete as per building specification and direction of E/I.
712	Providing Centaring & Shuttering including strutting, Propping etc&all Complete.
713	For RCC Work in Foundation
714	For RCC Column
715	For RCC Bend at Plinth & Lintel Level
716	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
717	filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I
718	Supplying fitting & Fixing M.S grill gate with M.S grills made 20x6mm M.S flat or 16mm M.S square bars fitted 25x25x6mm M.S angle farme 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 , taxes all complete as per direction of E/I.
719	Providing two coats of painting with ready mixed paint of approved shade and make over steel surface
720	Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
721	Cement10KM lead
722	Steel10KM lead
723	Sand36KM lead
724	Bricks6KM lead
725	Stone/Stone Chips11KM lead
726	House Connection (1757 Nos)
727	Earth work in excavation(as per IS 3114/1965 for laying of different types and sizes 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 E/I.(For soil item B)
728	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours.royality and taxes all complete as per building specification and direction 0f E/I.(mde of measurement compacted volume)
729	Providing a PCC M-150 in nominal mix of(1:2:4)in foundation with approved quality of stone chips 20mm to including screening,shutteing,mixing cement concrete in mixer and placing a position,vibrating,striking,curing,taxes and loyality complete all as per building specification and direction of E/I
730	Providing centering and shuttering including strutting, propping etc with all complete.
731	Earth work in backfilling the trenches after laying different types and size of pipes with earth removed during exacavation within initials leads and lifts as per building specification and direction of E/I
732	Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5with 1.5 mm thick ceme punning over it including screenig,curing,wit all leads and lifts of as per building specification and direction of E/I.
733	Providing and supplying Blue MDPE pipes confirming to ISO 4427:1996 manufactured from vrgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(india)/DVM/KWA/SPGN etc for usage in drinking water with quality system. This cost shall include testing of all materials all taxes central, state, municipal, inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. PN16(SDR-9) with ED (20mm)
734	providing and supplying G.I. Pipes (tata and equivalent make) for usage in drinking water with quality system. The cost shall include testing of al materials all taxes central state, municipal , inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed.(15mm)
735	Lowering laying and JointingHDPE/MDPE pipes in proper position including all specials by compression fitting/electrofusion and but fusion jointing procedure including hydroulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion C30machine, electric mirror/ heater / but fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories fro hydraulic testing and all labours as direted by E/I as per IS-7634 part-2 (20mm)
736	Supplying labours and tools fro fixing G.I. Pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, celling and floor including supplying and fittings of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of E/I.
737	Supplying and fixing of G.M. Ferrule of approved make in existing C.I/D.I. Main including drilling and taping C.I./D.I. Main all complete as per specification and direction of E/I(3mm dia)
738	Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia)
739	Providing and fixing of male ended C.I. Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I(20 mm dia)
740	Supplying and fixing G.I. Fitting of approved make all complete as per specification and direction of E/I
741	20mm dia Elbow
742	15mm dia Elbow
743	20mm dia reducing socket
744	20 mm dia nipple
745	15 mm dia nipple
746	20mm dia union socket
747	15mm dia socket
748	20mm dia socket
749	Carriage of materials
750	Part - D HUDU RWSS
751	Pure Water Rising main.
752	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Laying of Clear water Rising Main.
753	Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes 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
754	For classification of soil item-B
755	Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 10 m and initial lift of 1.5 m as per specification amnd direction of E/I.
756	Supplyingtool cutting road as well restoring the same as per specification and direction of E/I
757	Pucca road-
758	Water Bound Macadam Road-
759	Dismantaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I.
760	Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I.
761	Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.
762	Providing and Supplying ISI mark centrifugally cast (spun) ductile iron pressure pipe for water works with socket and spigot ends confirming to IS 8329/2000 in standard lengths of class K-9 suitable for push-on-joint (Rubber gasket D jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating including transportation, taxes & duties contractor profit insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all complete. (including cost of one no. gasket for each pipe)
763	DI K-9,Dia 150 mm
764	DI K-9,Dia 200 mm
765	ProvidingandsupplyinglSIstandardD.I.specials& fittingwithsealingrubbergasketofS.B.R.complete withcastironfollowerglandandM.S.nut&bolts coated or otherwise protected from rusting and suitable for 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523
766	100-300 mm Dia
767	Labour charge for one cutting of CI/DIand specials including necessary tools and plants, chipping of filling surface finish as per specification and direction of E/I
768	DI K-9,Dia 150 mm
769	DI K-9,Dia 200 mm
770	Supplyinglabours,tools,tackles,lubricantetcfor laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenchessupplyingrubbergasket(Rubbergaskets confirmingtoI.S.S.-5382-1969)andmakinggasket jointsincludingprovidingnightguard,barrierand red light to safe guard against accident ,all complete ( Pipetobesupplieddepartmentallyfreeofcostand laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E/I.
771	DI K-9,Dia 150 mm
772	DI K-9,Dia 200 mm
773	Supplying double flanged sluice valve confirming for IS 2906/14846 including warn gear arrengements as per test pressure stainless steel splindle /caps etc. complete (Sluice and scour valve) PN1.6 without by pass arrengement. FOR Jharkhand.
774	DI K-9,Dia 150 mm
775	DI K-9,Dia 200 mm
776	Supplyng labour and tools for fixing CI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.
777	Sluice valve150 mm dia
778	Sluice valve200 mm dia
779	Supplying labour tools and tackles for testing of laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 m meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.
780	DI K-9,Dia 150 mm
781	DI K-9,Dia 200 mm
782	ProvidingandsupplyingAirValvesconfirmingtoIS14845asperstandard specifications 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, excluding GST levied by GOI & GOM in all respect etc. complete. Single/DoubleBallAir valve flanged type. PN-1.6
783	Single Ball PN 1.6
784	40 mm dia
785	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 stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).
786	40 mm dia
787	Providing P.C.C. M-150 with nominal mix of (1:3:6) in foundation with approved qualitystone metal(20 mm to 6 mm Size) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer -in charge
788	150 mm Dia DI K-9 Pipe
789	200 mm Dia DI K-9 Pipe
790	Providing and constructing B.B. masonary valve chamber with 15mm thick 1:3:6 proportion PCC bedding, excluding excavation,B.BmasoneryinCM1:5proportionprecast RCCframe&cover,etc.completeasperdirectedby Engineer-in-charge.Wallthickness:0.23Mfordepthof 1.20M and 0.35 M for balance depth exceeding 1.20 M
791	Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size
792	RCC SUMP
793	Designing(aesthetically),andconstructingRCCgroundservice reservoirs/RCCsumpsinM-300mix.ofrequiredcapacityincluding excavationinalltypesofstrata,foundationconcrete,containerwalls, bottomslabtopRCCroofslab/ordome,20mmthickcementplaster withwaterproofingcompoundinCM1:3proportion.toinsidefaceof thecontainer,includingepoxypaintfrominsideincludingrefillingand disposingofsurplusstuffwithinleadof50M,alllabourandmaterial charges, for laying and jointing of pipe assembly for inlet, outlet washout,overflowandbye-passarrangementconsistingofC.I./M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessoriessuchasM.S.ladderinsideandoutside,C.I.Manhole frame andcover,attopslab,B.B.masonrychamberforallvalves,ventilating shafts,includinggivingsatisfactoryhydraulictestandwatertightness test as per IS code and providing three coat of cement paints to all expose surfaceofstructureincludingroofsurfaceetc.completeasperdesign data,criteria,obligatoryrequirementsanddetailedspecifications.Anti–termite treatment shall be given for under ground portion of the structure.
794	ThedesigningshallbeinaccordancewithvariousrelevantI.S specification (I.S.456/2000,I.S.875-1987,I.S.3370-1965 or revised.)
795	Only M.S. bars 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 shall not be used.
796	Entire structure shall be in M-300 only.
797	The scope of pipe assembly work shall be upto 5 metre beyond out side faceofthewall,costofpipesvalvesandspecialsisnotincludedinthe rate but labour cost for laying and jointing is included.
798	The G.S.R./Sump above 15 lakh litres capacityshall be in two compartment.
799	The Job includes designing the structure for up lift pressure and dewateringifrequiredduringentireexecutionanddisposalofsurplus excavatedstuffwithinleadof50metresasdirectedbyEngineer-in- charge. If up lifts considered in design, then these rates shall be increased by 7.5%.
800	G.S.R.outletsshallbewithbellmouthofapprovedpatterninbottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom.
801	Forpipediametersupto300mmonlyCIpipesandCIspecialsshallbe used. For pipe diameters above 300mm, M.S. pipes and specials minimum10mmthickshallbeusedwithproperanticorrosiveepoxytreatment from inside and outside.
802	These rates are including the cost of uplift pressure if any and entire dewatering during and execution. In case of water logging area where water is stuck at shallow depth extra provision of dewatering shall be made as per site condition.
803	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.
804	75% part rate shall be payable for reinforcement, concrete and plastering items ofall types of G.S.R.s and sumps till satisfactory hydraulic testing forwatertightnesstestisgivenandtillthatworkshallbetreatedas incomplete.
805	RCC SUMP capacity- 1.25 Lakh Liter
806	Mechanical & Electrical Part at SUMP
807	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Clear WaterC.F. Pump with all complete job
808	Supply, installation, testing and commissioning ofCentrifugal Pumppumpsets with allied equipment as under -
809	Supplying, installation and commissioning of horizontal split casing multi stage centrifugal pump set of KIRLOSKAR/JYOTI/MATHER and Platt/CROMPTON GREAVES/WPIL make capable of having discharge against total head and mounted on common base plate coupled with TEFC & IE3 squirrel cage induction motor of suitable capacity of KIRLOSKAR/JYOTI/CROMPTON GREAVES/ABB make operated on 415 volts +- 10%, 3 phase 50 Hz AC supply having speed 1450 rpm, incluiding cost of supplying, fitting and fixing of all required accessories such as D.I. D/F special sluice valve N.R. valve,foot valve, ISI marked and D.I pipe of delivery and suction with common leader etc. All complete including cost of supplying, erecting and commissioning suitable fully automatic star delta starter of L&T/MEI/CUTLER HAMMER/JYOTI/SIEMENS make. (Contractor will again have to check the design of motor, pump and he will get it approved by the deptt.)(pump & motor)
810	For Int. SUMP -: Dischrge 13.20 LPS, HEAD=170 M(1W+1S)
811	Supplying, installation and commissioning of power control cum distribution, cubical panel board, made of 2mm thick MS, sheet of suitable size, dust and vermin proof consisting of following accessories:-
812	a) Incoming feeder : 1 no 250Amps TPN MCCB, having breaking capacity 35kA with thermal magnetic release trip mechanism & adjustable relay sharing and rotary mechanism handle (front drive) of L&T/SCHNEIDER/SIEMENS/ALSTOM/HAVELLS/HPL make.
813	b) Outgoing feeders : (i) 2 Nos (1W+1S) 160Amps TPN MCCB, having breaking capacity 35kA with thermal magnetic release trip mechanism & adjustable relay sharing and rotery mechanism handle(front drive) of L&T/SCHNEIDER/SIEMENS/ALSTOM/HAVELLS/HPL make.(ii) 2Nos 63Amps TPN MCCB, having breaking capacity 35kA with thermal magnetic release trip mechanism & adjustable relay sharing and rotery mechanism of L&T/SCHNEIDER/SIEMENS/ALSTOM/HAVELLS/HPL make. (iii) 2Nos 32Amps TPN MCCB, having breaking capacity 35kA with thermal magnetic release trip mechanism & adjustable relay sharing and rotery mechanism of L&T/SCHNEIDER/SIEMENS/ALSTOM/HAVELLS/HPL make.
814	c) Bus bar : 4 pole 250Amp copper strip bus enclosedd in Ms Sheets including connections, eathing the body, disconnector switch isolator etc
815	d) Voltmeter: (0-500) Volt, Voltmeter with selector switch of IMP/L&T/AE of equivalent approved make
816	e) Ammeter: CT operated with selector switch LMP/L&T make
817	f)Indicating Lamp: LED/L&T/SIEMENS make in red, yellow and green colour
818	Panel should be duly painted with two coats superenameled paint of approved colour, one coat red oxide primer and internally wired with suitable size of copper wirre etc, all complete incluiding suitable capacity capacitor bank/APFC for power factor improvement etc, all complete as per IE rules and Engineer in charge
819	Earthing: Earthing with copper earth plate including accessories and providing masanory enclosure with cover plate having locking arrangement and watering pipe of 2.7 m long etc. with charcoal / coke and salt as required conforming IS:3043 for each motors.
820	Supplying and erectingXLPE/PVC insulated, armoured cable 1100 V grade with ISI mark Three corre, solid stranded aluminium conductor with 6mm thick 25mm width M.S. spacer with G.I. Earth wire 6sq mm complete in an approved manner as per IS:7098
821	a) 120 sqmm
822	Supply & erection PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size 35sq mm incluiding excavation, sand cushioning, protective covering and refilling the trench etc as required
823	Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne 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.
824	Servo Controlled Automatic Voltage Stabilizer: Supplying, installation, testing & commissioning of 100 KVA Servo Controlled Automatic Voltage stabiliser suitable for out put voltage of 415 Volt +/-1%,3 Ph, 50 Hz, with copper wound transformer (Oil cooled). The stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and user\"s controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttons etc. Protections and indications shall be incorporated with Over Voltage / Under Voltage, Single Phasing & Cut off contactor with electronic output sensing unit, including T-oil, change over switch, earthing, etc. all complete.
825	SafetyItems:Supplying,Installationanderectingof Fire extinguisher, Lightening Arrestor,emergency light, First aid box, insulationgloves& shoes,tools&tackles,rubbermatting, instruction manual, etc. as per requirement and Indian standards at Pump house.
826	Lighting: Providing internal and external lighting by doing wiring and installing lumenaries e.g. suitable Wattage HPSV lamp/ LED light fittingsin pump house, etc. all complete as per requirement at Pump house area.
827	RCC Ground Service Reservoir (GSR)
828	Designing(aesthetically),andconstructingRCCgroundservice reservoirs/RCCsumpsinM-300mix.ofrequiredcapacityincluding excavationinalltypesofstrata,foundationconcrete,containerwalls, bottomslabtopRCCroofslab/ordome,20mmthickcementplaster withwaterproofingcompoundinCM1:3proportion.toinsidefaceof thecontainer,includingepoxypaintfrominsideincludingrefillingand disposingofsurplusstuffwithinleadof50M,alllabourandmaterial charges, for laying and jointing of pipe assembly for inlet, outlet washout,overflowandbye-passarrangementconsistingofC.I./M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessoriessuchasM.S.ladderinsideandoutside,C.I.Manhole frame andcover,attopslab,B.B.masonrychamberforallvalves,ventilating shafts,includinggivingsatisfactoryhydraulictestandwatertightness test as per IS code and providing three coat of cement paints to all expose surfaceofstructureincludingroofsurfaceetc.completeasperdesign data,criteria,obligatoryrequirementsanddetailedspecifications.Anti–termite treatment shall be given for under ground portion of the structure.
829	ThedesigningshallbeinaccordancewithvariousrelevantI.S specification (I.S.456/2000,I.S.875-1987,I.S.3370-1965 or revised.)
830	Only M.S. bars 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 shall not be used.
831	Entire structure shall be in M-300 only.
832	The scope of pipe assembly work shall be upto 5 metre beyond out side faceofthewall,costofpipesvalvesandspecialsisnotincludedinthe rate but labour cost for laying and jointing is included.
833	The G.S.R./Sump above 15 lakh litres capacityshall be in two compartment.
834	The Job includes designing the structure for up lift pressure and dewateringifrequiredduringentireexecutionanddisposalofsurplus excavatedstuffwithinleadof50metresasdirectedbyEngineer-in- charge. If up lifts considered in design, then these rates shall be increased by 7.5%.
835	G.S.R.outletsshallbewithbellmouthofapprovedpatterninbottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom.
836	Forpipediametersupto300mmonlyCIpipesandCIspecialsshallbe used. For pipe diameters above 300mm, M.S. pipes and specials minimum10mmthickshallbeusedwithproperanticorrosiveepoxytreatment from inside and outside.
837	These rates are including the cost of uplift pressure if any and entire dewatering during and execution. In case of water logging area where water is stuck at shallow depth extra provision of dewatering shall be made as per site condition.
838	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.
839	75% part rate shall be payable for reinforcement, concrete and plastering items ofall types of G.S.R.s and sumps till satisfactory hydraulic testing forwatertightnesstestisgivenandtillthatworkshallbetreatedas incomplete.
840	RCC GSR-1 capacity- 1.60 Lakh Liter
841	RCC GSR-2 capacity- 1.40 Lakh Liter
842	Distribution System
843	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Providing all labour, materials, equipment to procure and laying of pipes for distribution main .
844	Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes 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.
845	For classification of soil item-B
846	Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 10 m and initial lift of 1.5 m as per specification amnd direction of E/I.
847	Supplyingtool cutting road as well restoring the same as per specification and direction of E/I
848	Pucca road-
849	Water Bound Macadam Road-
850	Dismantaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I.
851	Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I.
852	Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.
853	Supplying centrifugally cast (spun) Ductile iron pressure pipes for water supply with socket and Spigot ends conforming toIS 8329/2000 in standard working lengths of class K-7 suitable for push-on-joint (Rubber gasket D jointing ) with cement morter lining inside surface and outside zinc coating with bituminous paint including all other taxes, insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all complete (including cost of rubber gasket along with each pipe)
854	100 mm dia pipe
855	150 mm dia pipe
856	Providing and supplying in standard lenghts High Density Polyethylene Pipe (HDPE Pipe) conforming to IS 4984-4984/14151/12786/13488 (Latest Revision with necessary jointing materials like mechanical connector i.e thread/insert joint/quick release coupler joint/ compression fitting joint or flanged joints excluding coupler/specials and taxes. HDPE pipe of materials grade PE 100- PN10.
857	63 mm dia HDPE (PE100-PN10)
858	75 mm dia HDPE (PE100-PN10)
859	90 mm dia HDPE (PE100-PN10)
860	ProvidingandsupplyinglSIstandardD.I.specials& fittingwithsealingrubbergasketofS.B.R.complete withcastironfollowerglandandM.S.nut&bolts coated or otherwise protected from rusting and suitable for 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523
861	For 100 - 300 mm dia. Pipe
862	Labour charge for one cutting of CI/DI pipe and specials including necessary tools and plants, chipping of filling surface finish as per specification and direction of E/I.
863	100 mm dia pipe
864	150 mm dia pipe
865	Labour charge for one cutting of HDPE pipe and specials including necessary tools and plants, chipping of filling surface finish as per specification and direction of E/I.
866	63 mm dia HDPE (PE100-PN10)
867	75 mm dia HDPE (PE100-PN10)
868	90 mm dia HDPE (PE100-PN10)
869	Supplying labours and tools for laying and jointing H.D.P.E. pipes in trenches and making butt welded joint, supplying heating mirror, jack etc. and providingnight guard, barrier and red light to safe guard against accident, all complete as per specification and direction of E/I.
870	63 mm dia HDPE (PE100-PN10)
871	75 mm dia HDPE (PE100-PN10)
872	90 mm dia HDPE (PE100-PN10)
873	Supplyinglabours,tools,tackles,lubricantetcfor laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenchessupplyingrubbergasket(Rubbergaskets confirmingtoI.S.S.-5382-1969)andmakinggasket jointsincludingprovidingnightguard,barrierand red light to safe guard against accident ,all complete ( Pipetobesupplieddepartmentallyfreeofcostand laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E/I.
874	100 mm dia pipe
875	150 mm dia pipe
876	Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6)
877	Scour Valve-Dia100 mm
878	Sluice Valve-Dia100 mm
879	Sluice Valve-Dia150 mm
880	Supplyng labour and tools for fixing CI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.
881	Sluice Valve-Dia100 mm
882	Sluice Valve-Dia150 mm
883	Supplying labour tools and tackles for testing of Laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.
884	100 mm dia pipe
885	150 mm dia pipe
886	63 mm dia. HDPE
887	75 mm dia. HDPE
888	90 mm dia. HDPE
889	Providing and constructing B.B. masonary valve chamber with 15cm thick 1:3:6 proportion PCC bedding,excludingexcavation,B.BmasoneryinCM 1:6 proportion precast RCC frame & cover, etc. completeasperdirectedby Engineer-in-charge.
890	Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size
891	PUMP HOUSE (01 Nos.)
892	E / W in excavation in foundation trenches in ordinary soil (vide classification of soil item - A ) and disposal of excavated earth obtained to a distanceupto50 M includingall lift leveling, rammingthe foundation trenches removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.
893	Providing, coarse clean sand in filling in foundation trenches/ in plinth including ramming & watering in layers not exceeding 150mm thick with all leads, including cost of materials, labour, royalty & taxes all complete as per building specification & direction of E/I. (mode of measurement compacted volume).
894	Providing designation 75 A 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.
895	Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5to3includingscreening,shuttering ,mixing cement concreteinmixer & placinginposition,vibrating,striking,curing,taxes&royalty all complete as per building specification & direction ofE/I.
896	Providing R.C.C.M-200 with nominal mix of (1:1.5:3) in foundation and light with approved quality of stone chips 20mm to 6mm size 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, striking, curing (but excluding the cost of reinforcement, taxes and royalty all complete, as per building specification and direction E/I
897	Reinforced cementconcrete workin walls(any thickness), including attached pilasters, buttresses, plinthandstring courses, fillets, columns, pillars,piers,abutments,postsand struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement (1 : 1.5 : 3). Column foundation to Ground Floor & Ground to First
898	Centeringandshuttringincluding,proppingetc and removal of form for Columns.Pillars,Piers,Abutments,Posts & Struts
899	Centeringandshuttringincluding,proppingetc and removal of form for Columns.Pillars,Piers,Abutments,Posts & Struts
900	Band at plinth level (M200).
901	Centeringandshuttringincluding,proppingetc and removal of form for lintel,beams,plinthbeam,girders,bressumersand cantilevers
902	Lintel (M200).
903	Centeringandshuttringincluding,proppingetc and removal of form forSuspended floors,roofs,landigs,balconyes,andacess platform.
904	Providing R.C.C M-200 with nominal mix of (1:1.5:3) in beam all types
905	Centeringandshuttringincluding,proppingetc and removal of form forSuspended floors,roofs,landigs,balconyes,andacess platform.
906	Providing R.C.C M-200 with nominal mix of (1:1.5:3) in roof slab
907	Centeringandshuttringincluding,proppingetc and removal of form forSuspended floors,roofs,landigs,balconyes,andacess platform.
908	Providing average 63mm thick R.C.C M-200 with nominal mix of (1:1.5:3) chajja & in shelves with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of F.M 2.5 to 3 including making drip course in concrete, screening, centering, shuttering, & mixing cement concrete in mixer & placing in position vibrating, striking, 6mm cement plaster (1 :4) in ceiling & sides of chajja with sand of F.M 1.5 , curing (but excluding the cost of reinforcement ) taxes, & royalty all complete as per building specification of E/I.
909	Centeringandshuttringincluding,proppingetc and removal of form forSuspended floors,roofs,landigs,balconyes,andacess platform.
910	Providingdesignation75AbrickworkinC.M. (1:6)infoundationandplinthwithapproved qualityofcleancoarsesandofF.M.2to2.5 includingproviding10mmthickmortarjoints, cost of screening materials,raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.
911	Providing and laying 50 mm thick damp-proof course 50 mm thick with cement concrete 1:2:4
912	Providingdesignation75AbrickworkinC.M. (1:6)insuperstructurewithapproved qualityofcleancoarsesandofF.M.2to2.5 includingproviding10mmthickmortarjoints, cost of screening materials,raking out joints to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.
913	Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlockedtogetherthroughtheirentirelength andjointedtogetherattheendbyendlocks, mountedonspeciallydesignedpipeshaftwith brackets,sideguidesandarrangementsfor insideandoutsidelockingwithpushandpull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springsmanufacturedfromhightensilesteel wireofadequatestrengthconformingtoIS: 4454-part1andM.S.topcoverofrequired thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover (Excluding GST)
914	Providing and fixing ball bearing for rolling shutter
915	Supplyingfitting and fixingfull glazed steel Supplying fitting and fixing fully glazed steel door windowor ventilators standard rolled Z andmullion sectionandsizes as per I.S.-1038 joints met and weldedwith100 x16 x3 mm MSlugsfixedincement concrete (1:2:4) blocks 15 x10 x 10 cm size including cost of oxidized iron fitting with hinges, handle per steps, catch springs 3mmv thickplainglass panes with Aluminium beads and inner frame fixed with lugs of 20 mmlong 6.3mm G.I. counter sunk machine screw andnutsandapplyingacoatof redleadpaint, carriage towork site hoistingand placing in position in all storey and taxesall complete as per building specification and direction of E/I.
916	Supplying,fittingandfixingM.S.grillmadeof 20x6mmM.S.flatasperapproveddesignand drawing,properlyfabricatedwithjoints continuousfilletweldedandfinishedsmooth, carriageofgrilltoworksite,hoistingasper building specification and direction of E/l. (wherematerials is not supplied by the deptt.)
917	Providing6mmthickcementplaster(1:4)in ceilingwithcleancoarsesandofF.M.1.5 including screening, curingwith allleads &lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I.
918	Providing 12 mm thick cement plaster (1:6)with clean coarse sand of F.M. 1.5 and including cost ofscreening,curing withallleadsandliftsof water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I
919	Providing 12 mm thick cement plaster (1:3)with clean coarse sand of F.M. 1.5 and including cost ofscreening,curing withallleadsandliftsof water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I
920	Earth filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressedwith earth obtained from excavation foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume)
921	Providingcement concrete flooring (1:2:4) withstone chips in 20 to 6mm sizes gradedfloor finished with floating coat of neat cement in pannels includingcost of curing,taxes & royalty with all complete as per building specification & direction ofE/I.
922	Providing 25 mm thik first class patent strore flooring (1:2:4) with stone chipes in two layers, Bottom layer 19 mm thik (1:2:4) with 12 mm to 6mm size graded stone chips and top layer 6mm thick (1:2) with 6 mm down stone chips, in panels including cost of Curing finicing the surface smooth by rubbing etc. all complete as per Building Specification.
923	Providing 2 coats of snowcem of approved shade and make over a coat of cement primer on new surfaceincluding preparing the plastered surface smooth with sand paper, curing, scaffolding & taxes all complete as per building specification & direction of E/I.
924	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 thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I.
925	Providing 2(two) coats of Painting with synthetic enamel paints of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding & taxes all complete as per building specification& direction of E/I.
926	ProvidingTMTreinforcementoffollowingdia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) 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.
927	Providing R.S. Joist 250x125 mmsizefittingandfixingin position including cutting to required in shape and size, its carriage applying a primer coat of red lead paint etc all complete as per buildingspecification and direction of E/I. (Below roof slab for base of V.T.pump)
928	Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
929	Cement10KM lead
930	Steel10KM lead
931	Sand36KM lead
932	Bricks6KM lead
933	Stone/Stone Chips 11KM lead
934	BOUNDARY/ COMPOUND WALL (349.20 M)
935	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.
936	Earth work in excavation in foundation trenches in hard soil (vide classification of soil item B) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.
937	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).
938	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.
939	Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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, taxes and royalty all complete as per building specification and direction of E/I.Qnty in Foundation:
940	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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, taxes and royalty all complete as per building specification and direction of E/I.Qnty in Foundation:
941	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inStiffners with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
942	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inband at plinth level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
943	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inband at lintel level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
944	Providing Centaring & Shuttering including strutting, Propping etc&all Complete.
945	For RCC Work in Foundation
946	For RCC Siffners
947	For RCC Band at Plinth & Lintel Level
948	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, taxes and royalty all complete as per building specification and direction of E/I.
949	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, taxes and royalty all complete as per specification and direction of E/I.
950	providing two coats of snow cerm 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 taxes all complete as per building specification & direction of E/I. .
951	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
952	Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I
953	Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
954	Cement10KM lead
955	Steel10KM lead
956	Sand36KM lead
957	Bricks6KM lead
958	Stone/Stone Chips11KM lead
959	Cost of Gate (3 Nos)
960	Earth work in excavation in foundation trenches in hard soil (vide classification of soil item B) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.
961	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).
962	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.
963	Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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, taxes and royalty all complete as per building specification and direction of E/I.
964	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 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, taxes and royalty all complete as per building specification and direction of E/I.
965	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Column with approved quality of stone metal grade - III ( 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, taxes and royalty all complete as per building specification and direction of E/I.
966	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Band at Plinth level with approved quality of stone metal grade - III ( 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, taxes and royalty all complete as per building specification and direction of E/I.
967	Providing Centaring & Shuttering including strutting, Propping etc&all Complete.
968	For RCC Work in Foundation
969	For RCC Column
970	For RCC Bend at Plinth & Lintel Level
971	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
972	filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I
973	Supplying fitting & Fixing M.S grill gate with M.S grills made 20x6mm M.S flat or 16mm M.S square bars fitted 25x25x6mm M.S angle farme 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 , taxes all complete as per direction of E/I.
974	Providing two coats of painting with ready mixed paint of approved shade and make over steel surface
975	Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
976	Cement10KM lead
977	Steel10KM lead
978	Sand36KM lead
979	Bricks6KM lead
980	Stone/Stone Chips11KM lead
981	House Connection (2072 Nos)
982	Earth work in excavation(as per IS 3114/1965 for laying of different types and sizes 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 E/I.(For soil item B)
983	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours.royality and taxes all complete as per building specification and direction 0f E/I.(mde of measurement compacted volume)
984	Providing a PCC M-150 in nominal mix of(1:2:4)in foundation with approved quality of stone chips 20mm to including screening,shutteing,mixing cement concrete in mixer and placing a position,vibrating,striking,curing,taxes and loyality complete all as per building specification and direction of E/I
985	Providing Centaring & Shuttering including strutting, Propping etc&all Complete.
986	Earth work in backfilling the trenches after laying different types and size of pipes with earth removed during exacavation within initials leads and lifts as per building specification and direction of E/I
987	Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5with 1.5 mm thick ceme punning over it including screenig,curing,wit all leads and lifts of as per building specification and direction of E/I.
988	Providing and supplying Blue MDPE pipes confirming to ISO 4427:1996 manufactured from vrgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(india)/DVM/KWA/SPGN etc for usage in drinking water with quality system. This cost shall include testing of all materials all taxes central, state, municipal, inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. PN16(SDR-9) with ED (20mm)
989	providing and supplying G.I. Pipes (tata and equivalent make) for usage in drinking water with quality system. The cost shall include testing of al materials all taxes central state, municipal , inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed.(15mm)
990	Lowering laying and JointingHDPE/MDPE pipes in proper position including all specials by compression fitting/electrofusion and but fusion jointing procedure including hydroulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion C30machine, electric mirror/ heater / but fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories fro hydraulic testing and all labours as direted by E/I as per IS-7634 part-2 (20mm)
991	Supplying labours and tools fro fixing G.I. Pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, celling and floor including supplying and fittings of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of E/I.
992	Supplying and fixing of G.M. Ferrule of approved make in existing C.I/D.I. Main including drilling and taping C.I./D.I. Main all complete as per specification and direction of E/I(3mm dia)
993	Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia)
994	Providing and fixing of male ended C.I. Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I(20 mm dia)
995	Supplying and fixing G.I. Fitting of approved make all complete as per specification and direction of E/I
996	20mm dia Elbow
997	15mm dia Elbow
998	20mm dia reducing socket
999	20 mm dia nipple
1000	15 mm dia nipple
1001	20mm dia union socket
1002	15mm dia socket
1003	20mm dia socket
1004	Carriage of materials
1005	Part - E BURUDIH RWSS
1006	Elevated Service Reservoir (ESR)
1007	Designing (aesthetically) and constructing RCC Elevated Service Reservoir of following capacity with RCC staging consisting of columns, internal and external bracing spaced vertically not more than 4.0 m centre to centre of ESR 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 m, 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, lightning conductor, G.I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level, M.S. grill gate of 2 m height with locking arrangement of approved design B.B. masonary cambers for all valves, ventilating shafts providing and applying three coats of cement paint to the structure including roof slab an depoxy paint to internal surface and anti-termite treatnment for underground parts of the structure and giving satisfactory water tightness test as per IS Code. The job to include painting the name of the scheme and other details on the reservior as per the direction of E/I charge
1008	The design of the structure be in accordance with relevant (I.S. 3370-2009 or revised)
1009	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.
1010	For design having more than 6 columns, providing of internal bracing is obligatory, external bracing is also obligatory.
1011	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.
1012	Plain around mild steel bars grade I confirming to IS 432 part - I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed.
1013	Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.
1014	These rates are include providing, M.S. ladder for E.S.R.s upto 2 lakhs capacity and providing spiral staircase for ESR above 2 Lakh litres capacity.
1015	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 design and constructed in M-300.
1016	These rates are including the cost of uplift pressure if any and entire dewatering during and execution. In case of water logging area where water is stuck at shallow depth extra provision of dewatering shall be made as per site condition.
1017	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.
1018	RCC ESR atZone - 1 Capacity 90.00 Kilo Litre Staging Height - 24.00 m
1019	RCC ESR atZone - 2 Capacity 70.00 Kilo Litre Staging Height - 20.00 m
1020	Distribution System
1021	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Providing all labour, materials, equipment to procure and laying of pipes for distribution main .
1022	Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes 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.
1023	For classification of soil item-B
1024	Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 10 m and initial lift of 1.5 m as per specification amnd direction of E/I.
1025	Supplyingtool cutting road as well restoring the same as per specification and direction of E/I
1026	Pucca road-
1027	Water Bound Macadam Road-
1028	Dismantaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I.
1029	Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I.
1030	Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.
1031	Supplying centrifugally cast (spun) Ductile iron pressure pipes for water supply with socket and Spigot ends conforming toIS 8329/2000 in standard working lengths of class K-7 suitable for push-on-joint (Rubber gasket D jointing ) with cement morter lining inside surface and outside zinc coating with bituminous paint including all other taxes, insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all complete (including cost of rubber gasket along with each pipe)
1032	100 mm dia pipe
1033	150 mm dia pipe
1034	Providing and supplying in standard lenghts High Density Polyethylene Pipe (HDPE Pipe) conforming to IS 4984-4984/14151/12786/13488 (Latest Revision with necessary jointing materials like mechanical connector i.e thread/insert joint/quick release coupler joint/ compression fitting joint or flanged joints excluding coupler/specials and taxes. HDPE pipe of materials grade PE 100- PN10.
1035	75 mm dia HDPE (PE100-PN10)
1036	ProvidingandsupplyinglSIstandardD.I.specials& fittingwithsealingrubbergasketofS.B.R.complete withcastironfollowerglandandM.S.nut&bolts coated or otherwise protected from rusting and suitable for 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523
1037	For 100 - 300 mm dia. Pipe
1038	Supplying labour tools and tackles for testing of Laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.
1039	100 mm dia pipe
1040	150 mm dia pipe
1041	75 mm dia. HDPE
1042	Supplyinglabours,tools,tackles,lubricantetcfor laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenchessupplyingrubbergasket(Rubbergaskets confirmingtoI.S.S.-5382-1969)andmakinggasket jointsincludingprovidingnightguard,barrierand red light to safe guard against accident ,all complete ( Pipetobesupplieddepartmentallyfreeofcostand laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E/I.
1043	100 mm dia pipe
1044	150 mm dia pipe
1045	75 mm dia HDPE (PE100-PN10)
1046	Labour charge for one cutting of CI/DI pipe and specials including necessary tools and plants, chipping of filling surface finish as per specification and direction of E/I.
1047	100 mm dia pipe
1048	150 mm dia pipe
1049	75 mm dia HDPE (PE100-PN10)
1050	Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6)
1051	Sluice Valve-Dia100 mm
1052	Sluice Valve-Dia150 mm
1053	Supplyng labour and tools for fixing CI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.
1054	Sluice Valve-Dia100 mm
1055	Sluice Valve-Dia150 mm
1056	Providing and constructing B.B. masonary valve chamber with 15cm thick 1:3:6 proportion PCC bedding,excludingexcavation,B.BmasoneryinCM 1:6 proportion precast RCC frame & cover, etc. completeasperdirectedby Engineer-in-charge.
1057	Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size
1058	BOUNDARY/ COMPOUND WALL (232.80 M)
1059	Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.
1060	Earth work in excavation in foundation trenches in hard soil (vide classification of soil item B) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.
1061	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).
1062	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.
1063	Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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, taxes and royalty all complete as per building specification and direction of E/I.Qnty in Foundation:
1064	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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, taxes and royalty all complete as per building specification and direction of E/I.Qnty in Foundation:
1065	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inStiffners with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
1066	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inband at plinth level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
1067	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) inband at lintel level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
1068	Providing Centaring & Shuttering including strutting, Propping etc&all Complete.
1069	For RCC Work in Foundation
1070	For RCC Siffners
1071	For RCC Band at Plinth & Lintel Level
1072	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, taxes and royalty all complete as per building specification and direction of E/I.
1073	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, taxes and royalty all complete as per specification and direction of E/I.
1074	providing two coats of snow cerm 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 taxes all complete as per building specification & direction of E/I. .
1075	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
1076	Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I
1077	Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
1078	Cement10KM lead
1079	Steel10KM lead
1080	Sand36KM lead
1081	Bricks6KM lead
1082	Stone/Stone Chips11KM lead
1083	Cost of Gate (2 Nos)
1084	Earth work in excavation in foundation trenches in hard soil (vide classification of soil item B) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.
1085	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).
1086	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.
1087	Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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, taxes and royalty all complete as per building specification and direction of E/I.
1088	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 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, taxes and royalty all complete as per building specification and direction of E/I.
1089	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Column with approved quality of stone metal grade - III ( 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, taxes and royalty all complete as per building specification and direction of E/I.
1090	Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Band at Plinth level with approved quality of stone metal grade - III ( 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, taxes and royalty all complete as per building specification and direction of E/I.
1091	Providing Centaring & Shuttering including strutting, Propping etc&all Complete.
1092	For RCC Work in Foundation
1093	For RCC Column
1094	For RCC Bend at Plinth & Lintel Level
1095	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
1096	filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I
1097	Supplying fitting & Fixing M.S grill gate with M.S grills made 20x6mm M.S flat or 16mm M.S square bars fitted 25x25x6mm M.S angle farme 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 , taxes all complete as per direction of E/I.
1098	Providing two coats of painting with ready mixed paint of approved shade and make over steel surface
1099	Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
1100	Cement10KM lead
1101	Steel10KM lead
1102	Sand36KM lead
1103	Bricks6KM lead
1104	Stone/Stone Chips11KM lead
1105	House Connection (1075Nos)
1106	Earth work in excavation(as per IS 3114/1965 for laying of different types and sizes 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 E/I.(For soil item B)
1107	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours.royality and taxes all complete as per building specification and direction 0f E/I.(mde of measurement compacted volume)
1108	Providing a PCC M-150 in nominal mix of(1:2:4)in foundation with approved quality of stone chips 20mm to including screening,shutteing,mixing cement concrete in mixer and placing a position,vibrating,striking,curing,taxes and loyality complete all as per building specification and direction of E/I
1109	Providing Centaring & Shuttering including strutting, Propping etc&all Complete.
1110	Earth work in backfilling the trenches after laying different types and size of pipes with earth removed during exacavation within initials leads and lifts as per building specification and direction of E/I
1111	Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5with 1.5 mm thick ceme punning over it including screenig,curing,wit all leads and lifts of as per building specification and direction of E/I.
1112	Providing and supplying Blue MDPE pipes confirming to ISO 4427:1996 manufactured from vrgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(india)/DVM/KWA/SPGN etc for usage in drinking water with quality system. This cost shall include testing of all materials all taxes central, state, municipal, inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. PN16(SDR-9) with ED (20mm)
1113	providing and supplying G.I. Pipes (tata and equivalent make) for usage in drinking water with quality system. The cost shall include testing of al materials all taxes central state, municipal , inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed.(15mm)
1114	Lowering laying and JointingHDPE/MDPE pipes in proper position including all specials by compression fitting/electrofusion and but fusion jointing procedure including hydroulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion C30machine, electric mirror/ heater / but fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories fro hydraulic testing and all labours as direted by E/I as per IS-7634 part-2 (20mm)
1115	Supplying labours and tools fro fixing G.I. Pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, celling and floor including supplying and fittings of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of E/I.
1116	Supplying and fixing of G.M. Ferrule of approved make in existing C.I/D.I. Main including drilling and taping C.I./D.I. Main all complete as per specification and direction of E/I(3mm dia)
1117	Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia)
1118	Providing and fixing of male ended C.I. Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I(20 mm dia)
1119	Supplying and fixing G.I. Fitting of approved make all complete as per specification and direction of E/I
1120	20mm dia Elbow
1121	15mm dia Elbow
1122	20mm dia reducing socket
1123	20 mm dia nipple
1124	15 mm dia nipple
1125	20mm dia union socket
1126	15mm dia socket
1127	20mm dia socket
1128	Carriage of materials
1129	Operation & Maintenance for Five years (excludingenergy charge)
1130	O/M work with Labour component & Materials for 1st Year
1131	As per SBD Section - 5 Clouse 9.10
1132	O/M work with Labour component & Materials for 2nd Year
1133	As per SBD Section - 5 Clouse 9.10
1134	O/M work with Labour component & Materials for 3rd Year
1135	As per SBD Section - 5 Clouse 9.10
1136	O/M work with Labour component & Materials for 4th Year
1137	As per SBD Section - 5 Clouse 9.10
1138	O/M work with Labour component & Materials for 5th Year
1139	As per SBD Section - 5 Clouse 9.10
1140	GST @ 18 %
1141	Labour Cess @ 1%

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Tender For Detailed Survey, Designing And Drawing, Construction Of 4.50 Mld Capacity Water Treatment Plant, Esr Of Different Capacity At Different Zone, Staff Quarter, Compound Wall, Supplying And Laying Raw, Clear Water Rising Main And Distribution Netwo, Saraikela-Jharkhand

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Tender For Detailed Survey, Designing And Drawing, Construction Of 4.50 Mld Capacity Water Treatment Plant, Esr Of Different Capacity At Different Zone, Staff Quarter, Compound Wall, Supplying And Laying Raw, Clear Water Rising Main And Distribution Netwo, Saraikela-Jharkhand

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