LOINGA Multi Village (Sadpur-Sanda, Loinga-Aredana, Satuwa-Mouliya, Shole, Meral-Bhonga) Rural Water Supply Scheme under Drinking Water and Sanitation Division, Medininagar for the year 2022-23.

Amount

Part-A SADPUR-SANDA RWSS

Construction of Intake Well with Pump House (8 M Dia)

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.

Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kind of soil including moorum soil, soil mixed with kankar, pebbles & boulders upto 300m size & disposal of the same ( 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.

Initial lift

1st lift

2nd lift

3rd lift

Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator,outlet, intake well etc. as per designed section in hard rock 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)

3rd lift

4th lift

5th lift

Providing P.C.C M-150 with in nominal mix of (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 ,mixing cement concrete in mixture and placing in position vibrating striking curing taxes and royality all complete as per building specification and direction of E/I.

Providing and laying in situ cement concrete of trap/granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, plywood from work bully / steel propups compaction, finishing and curing etc. complete . (By weigh batching and mix design for M-25 and M-30 only. Use of L&T, A.C.C. , Ambuja , Birla Gold , Manikgad Rajasree etc. cement is permitted) (Excluding M.S or Tor Rod) For RCC M-300 in Foundation

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 as directed by Engineer - in - charge including normal dewatering centering plywood form work , bully/steeel prop-ups compaction finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing etc. complete. (By weigh batching and mix design for M-25 and M-30 only . Use of L& T , A.C.C, Ambuja, Birla Gold, Manikgad Rajasree etc. cement is permitted) (excluding M.S or Tor reinforcement ) for RCC M-300 grade vertical walls

For RCC M-300 grade Vertical Wall & Ladder Slab

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)

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.

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 as directed by Engineer-in-charge including normal dewatering centering plywood form work bully /steel prop-ups,compaction finishing the formed surface with CM1:3 of sufficient minimum thickness if special finish is to be provided and curing etc. complete ((By weigh batching and mix design for M-25 and M-30 only. Use of L&T, A.C.C, Ambuja, Birla Gold, Manikgad Rajasree etc. cement is permitted) (excluding M.S or tor reinforcement)

Chajja at Lintel Level, Corbel Slab, Roof slab & Mortar & Panet Slab

Providing RCC M 250 with nominal mix in columns with approved quality of sone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screaning, suttering mixing cement concrete in mixer and placing in position, vibraction,striking,curing (but excluding the cost of reinforcement) taxes and royalty all complete job as per specification and direction.

RCC Column

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 as directed by Engineer-in-charge including normal dewatering centering plywood form work bully /steel prop-ups,compaction finishing the formed surface with CM1:3 of sufficient minimum thickness if special finish is to be provided and curing etc. complete ((By weigh batching and mix design for M-25 and M-30 only. Use of L&T, A.C.C, Ambuja, Birla Gold, Manikgad Rajasree etc. cement is permitted) (excluding M.S or tor reinforcement)

Circular Lintel Beam, Corbel Beam, Roof Beam & Floor Level Beam

Providing TMT reinforcement (TOR steel) 12 mm as per approved design drawing , removal o f rust cutting , bending, binding including supplying annealed wire placing MS rods in position all complete job as per specification and direction of E/I.

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

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)

Providing and fixing ball bearing for rolling shutter.

Supplying fitting and fixing full glazed steel Supplying fitting and fixing fully glazed steel door window or ventilators standard rolled Z and mullion section and sizes as per I.S.-1038 joints met and welded with 100 x 16 x 3 mm MS lugs fixed in cement concrete (1:2:4) blocks 15 x 10 x 10 cm size including cost of oxidized iron fitting with hinges, handle per steps, catch springs 3mmv thick plain glass panes with Aluminium beads and inner frame fixed with lugs of 20 mm long 6.3mm G.I. counter sunk machine screw and nuts and applying a coat of red lead paint, carriage to work site hoisting and placing in position in all storey and taxes all complete as per building specification and direction of E/I.

Supplying fitting & fixing MS Grill made of 20 x 6 mm MS Flat as per approved design and drawing etc with all complete.

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

Providing 12 mm thick cement plaster (1:4) for inside & cut safe surface of p/H with clean coarse sand of P M 15 including screening, curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I.

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

Providing C.I cover with frame for man hole of size 600 mm X 450 mm (wt.25 kg)

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

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 per specification & direction of E/I.

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.

Earthwork in back filling foundation trenches 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 per specification and direction of E/I .

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 per specification laid down in relevent I.S. codes.

i) for tape of 10 M length

ii) Rebate/ Extra rate per Metre length or part there of over & above initial length of 10 M.

Providing an fixing G.I pipe railling having 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 horizontal and painting 3 coat of oil paint over one coat of anticorrsive paint of approved colour and shade including cost of all labour transporting bents to curved shape etc. complete

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.

Providing and fixing CI/MS rose piece in Intake well

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Infiltration Gallery (2 Nos)

Earthwork in excavation of foundation trenches of toe wall,spillway,head regulator,outlet,intake wall etc.as per designed section in all kind of soil including moorum soil,soil mixed with kankar,pebbles and boulders upto 300mm size and disposal of the same (beyond 50m away from the edge of the trenches ) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I.

Lift O to 1.50 M

Lift 1.50 to 2.50 M

Lift 2.50 to 3.50 M

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 as per directed by Engineer- In-Charge.

500 mm Dia.D.I pipe K-7

Providing and supplying lSI standard D.I.specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for 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

Supplying labours, tools and tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) trenches supplying rubber gasket (Rubber gasket confirming to I.S.S.-5382-1969) and making gasket joint including providing night guard, barrier and red light to safe guard against accident, all complete (Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per I.S.S. 3114-1985) as per design, specification and direction of E/I.

500 mm Dia.D.I pipe K-9 Header Pipe

350 mm Perforated

Dewatering the excavated trenches & pools of water in the building trenches/pipeline trenches,well works by using pumps & other devices including disposing off water to safe distance as directed by the engineer-in-charge.including cost of machinary,labour,fuel),etc.

Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semimpervious materials on both side of B.C. soil (in gunny bags if required) including ramming , compacting to satifaction of Engineer-in- charge, till the completion of work including dismantling coffer dam after completion of works and disposing off material as directed by the Engineer-in-charge.

Design and Supply of Apollo V- wire screen laterals Suitable for Infiltration Gallery as per site condition and detail provided. End connection suitable flange.Diameter - 14 inch (350 mm), Screen Thickness = 12.5 mm, Slot - 1.00 mm & MOC : Low Carbon Galvanised Steel. ID-338 mm, OD-363 mm.

Providing lowering,laying and placing in position,shrouding material for porous pipe gallery/slotted pipe gallery/trench gellary with all leads and lifts involved including transportation of materials and placing in position with given section etc.completed as per direction by E/I.

40 mm pabbles

Construction of RCC Gang Way 64 M long

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Gang Way 64 M long and 3.0 M wide etc. all complete job.

Earthwork in excavation of foundation trenches of toe wall Spillway head regulator , outlet ,intake well etc. as per a designed section in all kinds 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 initial lead of 150 M all lifts of 1.5 M as per specification and direction of E/I.

Initial lift

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

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

RCC Grade M300-RCC Footing

Providing and casting in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work as per detailed drawing and designs or as directed by Engineer in Charge including normal dewatering, plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. (excluding M.S. or Tor In RCC M-300)

RCC Grade M300-For Columns

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. size graded and clean coarse sand of F.M. 2.5 to 3 including screening, centering, 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 of E/I.

RCC Grade M300-For Bracing

RCC M250 For Beam

Providing R.C.C.M- 250 with nominal mix in slab with approved quality of stone ships 20 mm to 6 mm. size graded and clean coarse sand of F.M. 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement), ta x es and royalty all complete, as per building specification and direction of E/I.

WalkWay Slab

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

Providing 12 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M.1.5 w a s h e d a n d screened including curi n g , scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification & direction Of E/I.

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

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 at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal & painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour & shade including cost of all labour, transporting bends to curved shape, etc. complete.

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

Earthwork in back filling foundation trenches 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 per specification and direction of E/I .

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

Mechanical & Electrical Work at Intake well

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Raw water pumping Machinery with all complete job.

Supply, installation, testing and commissioning of Vertical turbine pumpsets with allied equipment as under -

Vertical Turbine Pump -: Supplying, installation, testing & commissioning of Vertical Turbine Pump conforming IS:1710, [make: Kirloskar/ WPIL/ Mather & Platt/Jyoti], capable of discharging 74.71 LPS against a head of 117 m 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 .

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 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.

Discharge- 74.71 LPS and Head- 117 m (2W+2S)

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.

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.

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.

Cable: Power wiring with required 400 Sq mm, 3.5 core, 1.1KV grade, armoured cable, Standard Aluminium conductor, XLPE/PVC insulated cable from Transformer to Stablizer & Panel (MCP) including laying on wall or on floor as where required, jointing and making proper terminations, etc. all complete.

Cable: Power wiring with 150 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.

Lighting: Providing internal and external lighting by doing wiring and installing lumenaries e.g. suitable Wattage of LED light fittings in pump house, gangway, etc. all complete as per requirement at Pump house area.

Safety Items: Supplying, Installation and erecting of Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, rubber matting, instruction manual, etc. as per requirement and Indian standards at Pump house.

Raw Water & Pure Water Rising main.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Laying of Raw water Rising Main.

Providing and Supplying ISI mark centrifugally cast (spun) ductile iron pressure pipe for water works with socket and Spigot ends confirming to IS8329/2000 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)

DI K-9,Dia 100 mm

DI K-9,Dia 150 mm

DI K-9,Dia 200 mm

DI K-9,Dia 250 mm

DI K-9,Dia 300 mm

DI K-9,Dia 450 mm

Earth Work in excavation (As per I.S.3114/1965) for laying of Different types and size of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer-in-charge

For classification of soil item -A

For classification of soil item -B

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.

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.

Providing and supplying lSI standard D.I.specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for 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

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

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.

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)

Providing and supplying Air Valves as per IS – 14845 – 2000 and MJP’s standard specification of approved make and quality of following diameters including all taxes (Central and local) railway freight inspection charges unloading from railway wagons, loading into truck, transpiration upto departmental stores / site, unloading and stacking etc. complete.

Single ball PN-1.6

1) 32 mm dia.

2) 40 mm dia.

3) 50 mm dia.

Double ball PN-1.6

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

1) 32 mm dia.

2) 40 mm dia.

3) 50 mm dia.

Double ball PN-1.6

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.

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 precast RCC frame & cover, etc. complete as per directed by Engineer-in-charge.

Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size

Construction of B.W. masonary valve chamber of size (1.50X1.20X1.80) m size

Providing P.C.C. M-150 with nominal mix of (1:2:4) in foundation with approved quality stone 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

For 100 mm dia pipe

For 150 mm dia Pipe

For 200 mm dia Pipe

For 250 mm dia Pipe

For 300 mm dia Pipe

For 450 mm dia Pipe

Supplying labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard ,barrier and red light to safe guard against accident ,all complete ( Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E/I.

DI K-9,Dia 100 mm

DI K-9,Dia 150 mm

DI K-9,Dia 200 mm

DI K-9,Dia 250 mm

DI K-9,Dia 300 mm

DI K-9,Dia 450 mm

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.

200 mm dia

300 mm dia

Construction of 13.00 MLD Coventional WTP

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).

Aeration Fountain Plan area not less than 0.625 square meter per MLD

Ventury Flume With necessary devices, consisting of simple mechanical indicator. (Pedastal type gauge)

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

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

Clarifier Horizontal flow cicular tank, detention period 2-5 hours , overflow rate 30 cubic meter per day ( to be specified) , Weir loading not more than 300 cubic meter per meter per day , with mechanical sludge scaper confirming to I.S. 10313 1982 with necessary inlet arrangements

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

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.

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

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

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

Chemical House in Two Storeys

a. Ground Floor to accommodate 7 days alum requirement and sundry storage.

b. First Floor to accommodate alum and lime tanks, chain pulley block etc.

c. Solution tanks Minimum 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.

Pure Water Sump and Pump House.

a. Capacity of sump One hour of designed flow. b. Pump House Pump House of required size over the sump or by the side.

Store House Suitable for alum storage of three months and 7 days temporary storage,7 days TCL requirement in monsoon with 20% extra capacity for other sundry articles.

Vaccum feed type chlorinator - make to be approved. By MJP a. 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.

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.

Disposal of waste from WTP; Safe disposal arrangement to nearby naala including cost of pipe

For WTP capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pumping machinary, rising main etc. complete

Drainage arrangements To decent all units of WTPwith CI pipes upto boundary of each unit and further extension with RCC pipes to nearby nalla.

Electrical installation Both internal and external including entire plant area.

Laboratory equipment as per requirement (to specified during tendering).

Sanitary blocks Carpet area-15 square metre minimum upto 25 mld and 25 squre metre above 25 mld

Administrative block and internal road To accommodate office room. Chlorine room laboratory room,panel board room, blower room etc. and WBM road to connect all units from main gate of plot.

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

Disposal of waste from WTP; safe disposal arrangement to nearby nalla including cost of pipes.

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.

All pipes conduits channel with 22% overloading.

These rates are applicable for seimic zones-2,3 and 4.

All RCC structures shall be constructed in m-300.

All pipes and conduits channel with 20% overloading capacity.

Capacity of Conventional WTP – 13.00 MLD

Mechanical & Electrical Part at WTP

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Clear Water C.F. Pump with all complete job

Supply, installation, testing and commissioning of Centrifugal Pump pumpsets with allied equipment as under -

Centrifugal Pump -: Supplying, installation, testing & commissioning of Horizontal 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 .

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 with all other piping works required for the job, etc. all complete job.

Pumping- 1 -: Discharge- 22.11 LPS and Head- 33 m (1W+1S)

Pumping- 2 -: Discharge- 55.99 LPS and Head- 173 m (1W+1S)

Pumping- 3 -: Discharge- 18.68 LPS and Head- 17 m (1W+1S)

Pumping- 4 -: Discharge- 52.67 LPS and Head- 76 m (1W+1S)

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.

a) 20 HP Motors

b) 200 HP Motors

c) 10 HP Motors

d) 100 HP Motors

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.

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.

Cable: Power wiring with required 400 Sq mm, 3.5 core, 1.1KV grade, armoured cable, Standard Aluminium conductor, XLPE/PVC insulated cable from Transformer to Stablizer & Panel (MCP) including laying on wall or on floor as where required, jointing and making proper terminations, etc. all complete.

Cable: Power wiring with 3 core, 1.1KV grade, Unarmoured 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.

a) 10 Sq mm

b) 35 Sq mm

c) 6 Sq mm

d) 70 Sq mm

Safety Items: Supplying, Installation and erecting of Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, rubber matting, instruction manual, etc. as per requirement and Indian standards at Pump house.

Elevated Service Reservoir (ESR)

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

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

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

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

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

Plain 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.

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

These rates are include providing, M.S. ladder for E.S.R.s upto 2 lakhs capacity and providing spiral staircase for ESR above 2 Lakh litres capacity.

Staging shall be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250 extra concrete in contact with water shall be design and constructed in M-300.

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.

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.

RCC ESR at Zone - 1: PALHE KALAN (PALHE KALAN) ESR Capacity 3.30 Lakh Litre Staging Height - 23.00m

RCC ESR at Zone - 2: UTAKI (UTAKI) ESR Capacity 5.10 Lakh Litre Staging Height - 22.00m

Distribution System

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 .

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.

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

300 mm dia pipe

Providing and supplying lSI standard D.I.specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for 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

For 100 - 300 mm dia Pipe

Providing and supplying in 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

63 mm dia. HDPE 6 Kg/Cm²

75 mm dia. HDPE 6 Kg/Cm²

90 mm dia. HDPE 6 Kg/Cm²

110 mm dia. HDPE 6 Kg/Cm²

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)

Sluice & Scour Valve-Dia100 mm

Sluice & Scour Valve-Dia150 mm

Sluice & Scour Valve-Dia 200 mm

Sluice & Scour Valve-Dia 250 mm

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.

For classification of soil item-A

For classification of soil item-B

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)

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

300 mm dia pipe

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.

63 mm dia. HDPE 6 Kg/Cm²

75 mm dia. HDPE 6 Kg/Cm²

90 mm dia. HDPE 6 Kg/Cm²

110 mm dia. HDPE 6 Kg/Cm²

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.

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

300 mm dia pipe

63 mm dia. HDPE 6 Kg/Cm²

75 mm dia. HDPE 6 Kg/Cm²

90 mm dia. HDPE 6 Kg/Cm²

110 mm dia. HDPE 6 Kg/Cm²

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.

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

300 mm dia pipe

63 mm dia. HDPE 6 Kg/Cm²

75 mm dia. HDPE 6 Kg/Cm²

90 mm dia. HDPE 6 Kg/Cm²

110 mm dia. HDPE 6 Kg/Cm²

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.

100 mm dia. DI K-7

150 mm dia. DI K-7

200 mm dia. DI K-7

250 mm dia DI K-7

Providing and constructing B.B. masonary valve chamber with 15cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B masonery in CM 1:6 proportion precast RCC frame & cover, etc. complete as per directed by Engineer-in-charge.

Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size

Supplying tool cutting road as well restoring the same as per specification and direction of E/I

Pucca road-

Water Bound Macadam Road-

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.

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.

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.

BOUNDARY/ COMPOUND WALL (589.20 M)

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.

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.

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).

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.

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:

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:

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Stiffners 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.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band 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.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band 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.

Providing Centaring & Shuttering including strutting, Propping etc &all Complete.

For RCC Work in Foundation

For RCC Siffners

For RCC Band at Plinth & Lintel Level

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.

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.

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. .

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

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

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Cost of Gate (3 Nos)

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.

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).

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.

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.

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.

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.

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.

Providing Centaring & Shuttering including strutting, Propping etc &all Complete.

For RCC Work in Foundation

For RCC Column

For RCC Bend at Plinth & Lintel Level

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

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

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.

Providing two coats of painting with ready mixed paint of approved shade and make over steel surface

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

HIGHWAY CROSSING & RAILWAY CROSSING

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 automatic welding machine and forming 'v' edge on both ends of pipe including all taxes (Central and Local), railway freight, Insurance unloading form railway wagon, loading into truck transport to stores/ site, unloading, stacking etc.complete as per IS-3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).

FOR HIGHWAY CROSSING

A) 600 mm dia (I.D.), Thickness of pipe 10 mm (For Casing of Distribution Pipe Line Dia.- 450 mm.), Length of Crossing = 40 M

FOR RAILWAY CROSSING

A) 600 mm dia (I.D.), Thickness of pipe 10 mm (For Casing of Distribution Pipe Line Dia.- 450 mm.), Length of Crossing = 42 M

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

b) 600 mm dia.to 1000 mm dia

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

First Coat

Second Coat

COFFER DAM

Providing, constructing coffer dam in river basin/dam storages as per type design including excavation,filling the middle portion with B.C.soil (in gunny bags if required).Providing impervious / semimpervious materials on both side of B.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 completion of works and disposing off material as directed by the Engineer-in-charge.

For Gangway

For Intake Well

Dewatering the excavated trenches and pools of water in the building trinches/pipe line trenches , well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer- in -charge (including cost of machinery , labour fuel, etc. complete)

For Gangway

For Intake Well

Staff Quarters

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.

E / W in excavation in foundation trenches in ordinary soil (vide classification of soil item - A ) and disposal of excavated earth obtained to a distance upto 50 M including all lift leveling, ramming the foundation trenches removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.

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).

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.

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.

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.

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.

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, cost of screening, materials scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I.

Providing R.C.C.M -150 with nominal mix of (1:2:4) in lintel with approved quality 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 & placing in position vibrating, striking, curing (but excluding the cost of reinforcement), taxes & royalty all complete, as per building specification and direction of E/I.

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.

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.

Providing centering and shuttering including strutting, propping etc with all complete.

For lintel & Lintel Beam

For Chajja

For Shelves

For Roof

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.

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

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.

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 finished smooth, carriage of grill to work site, hoisting as per the building specification and direction of E/I. (where materials is not supplied by the Deptt.)

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.

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 the time of casting all complete as per building specification and direction of E/I. (where material is not supplied by Deptt.).

Supplying fitting and fixing M.S. grill gate with M.S. grills made of 20 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.)

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

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

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

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

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.

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

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

Providing two snowcem of approved shade and makeover cost of cement primer including cost of cleaning surface thoroughly and 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.

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.

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

Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning , removing rust ,dirt ,scales ,smokes and grease and cleaning the surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I

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.

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 valid for SAIL and TATA )

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Water Supply Sanitation Installation (Plumbing work)

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.

i) 25mm GI. Pipe.

ii) 15 mm GI. Pipe.

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.

i) 15 mm GI. Pipe

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.

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

(a) Elbow 15 mm dia

(b) Tee plane 15mm dia

(c) Nipple 15mm dia.

(d) Union Socket 25mm dia

(e) Union Socket 15mm dia

(f) Brass bib cock 15mm dia

(g) C.I stop cock 15mm dia

(h) C.I. stop cock 25mm dia

(i) Reducing Socket 25x15mm

(j) Tee 25x25x15mm dia

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 other ISS 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).

SEPTIC TANK and SOAK PIT

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, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.

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.

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.

Providing P.C.C M150 with nominal mix of (1:2:4) in foundation with approved stone chips 20mm to 6mm size well graded and clean course sand of FM-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.

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 building specification and directions of E/I.

(a) 19 mm thick

(b) 12 mm thick

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.

(a) B/W in C.M (1:4)

(b) B/W 75-B in (1:6) for Soak pit

(c) Brick work in dry masonry for soak pit.

Providing pre cast R.C.C. M-150 with nominal mix of (1:2:4) slab of desired size with approved quality of stone chips and 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.

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.

10 mm dia

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 and yarn 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.

(a)100mm dia H.C.I. Tee.

(b) 100mm dia H.C.I. Band

(c) 50mm dia H.C.I. Cowel

(d) 50mm dia H.C.I. Vent pipe

(e) 100mm H.C.I. Pipe

Supplying materials and labours and fixing 20mm dia M.S bar steps in wall of 0.3 m interval and staggered in (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I.

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.

Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I.

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

Carriages of materials

(a) Brick –6 KM lead

(b) Sand -36 KM lead

(c) Stone chips -11 KM lead

(d) Steel 10 KM

(d) Cement- 10 KM lead

Electrical Works

Point wiring in PVC conduit with modular type switch wiring for light point /fan point with 1.5 sqmm 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

Wiring for twin control light point with 1.5 sqmm F.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

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 sqmm FR PVC insulated copper conductor single core cable for loop earthing etc as required

Copper sub main wiring in PVC conduit Wiring for sub main wiring with PVC insulated copper conductor single core in surface/recessed PVC conduit as required

2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring

2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring

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

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

Earthing with G.I. earth pipe 4.5 M long 40mm dia including accessories and providing masonry enclosure with copper plate having locking arrangement and watering pipe etc with charcoal ,salt all complete as per electrical rule

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

PVC con 20 mm PVC pipe

PVC con 25 mm PVC pipe

Installation commissioning and testing Ceiling Fan

Carriage of ceiling fan and regulator

Supplying ,fitting and fixing 5 amp ceiling rose on the existing junction

Supplying ,fitting and fixing breas batten/ angle holder including connection etc.

Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required.

Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 6 pin 5/6 amp and 15/16 amp socket outlet and 15/16 amp modular type switch, connection, painting etc as required.

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.

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

Supplying ,fitting and fixing modular base and cover plate on existing modular metal boxes etc as required.

Cost of Earthing with G.I. earth pipe 4.5 M long 40mm dia G.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

House Connection (3523 Nos)

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)

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)

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

Providing centering and shuttering including strutting, propping etc with all complete.

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

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.

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)

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)

Lowering laying and Jointing HDPE/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)

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.

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)

Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia)

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)

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

20mm dia Elbow

15mm dia Elbow

20mm dia reducing socket

20 mm dia nipple

15 mm dia nipple

20mm dia union socket

15mm dia socket

20mm dia socket

Carriage of materials

Part- B LOINGA - AREDANA RWSS

Elevated Service Reservoir (ESR)

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

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

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

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

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

Plain 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.

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

These rates are include providing, M.S. ladder for E.S.R.s upto 2 lakhs capacity and providing spiral staircase for ESR above 2 Lakh litres capacity.

Staging shall be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250 extra concrete in contact with water shall be design and constructed in M-300.

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.

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.

RCC ESR at ZONE - 3: IMALI (JANGHASI) ESR 3 Capacity 3.50 Lakh Litre Staging Height - 24.00 m

RCC ESR at ZONE - 4: KALA PAHAR (SUNTHA) ESR 4 Capacity 3.20 Lakh Litre Staging Height - 21.00 m

RCC ESR at ZONE - 5: SAHDEVA (RAJHARA) ESR 5 Capacity 3.20 Lakh Litre Staging Height - 19.00 m

Distribution System

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 .

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.

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

Providing and supplying lSI standard D.I.specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for 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

For 100 - 300 mm dia Pipe

Providing and supplying in 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)

63 mm dia. HDPE 6 Kg/Cm²

75 mm dia. HDPE 6 Kg/Cm²

90 mm dia. HDPE 6 Kg/Cm²

110 mm dia. HDPE 6 Kg/Cm²

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)

Sluice & Scour Valve-Dia 100 mm

Sluice & Scour Valve-Dia 150 mm

Sluice & Scour Valve-Dia 200 mm

Sluice & Scour Valve-Dia 250 mm

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.

For classification of soil item-A

For classification of soil item-B

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)

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

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.

63 mm dia. HDPE 6 Kg/Cm²

75 mm dia. HDPE 6 Kg/Cm²

90 mm dia. HDPE 6 Kg/Cm²

110 mm dia. HDPE 6 Kg/Cm²

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.

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

63 mm dia. HDPE 6 Kg/Cm²

75 mm dia. HDPE 6 Kg/Cm²

90 mm dia. HDPE 6 Kg/Cm²

110 mm dia. HDPE 6 Kg/Cm²

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.

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

63 mm dia. HDPE 6 Kg/Cm²

75 mm dia. HDPE 6 Kg/Cm²

90 mm dia. HDPE 6 Kg/Cm²

110 mm dia. HDPE 6 Kg/Cm²

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.

100 mm dia. DI K-7

150 mm dia. DI K-7

200 mm dia. DI K-7

250 mm dia DI K-7

Providing and constructing B.B. masonary valve chamber with 15cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B masonery in CM 1:6 proportion precast RCC frame & cover, etc. complete as per directed by Engineer-in-charge.

Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size

Supplying tool cutting road as well restoring the same as per specification and direction of E/I

Pucca road-

Water Bound Macadam Road-

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.

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.

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.

BOUNDARY/ COMPOUND WALL (349.20 M)

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.

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.

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).

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.

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:

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:

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Stiffners 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.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band 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.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band 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.

Providing Centaring & Shuttering including strutting, Propping etc &all Complete.

For RCC Work in Foundation

For RCC Siffners

For RCC Band at Plinth & Lintel Level

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.

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.

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. .

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

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

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Cost of Gate (3 Nos)

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.

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).

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.

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.

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.

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.

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.

Providing Centaring & Shuttering including strutting, Propping etc &all Complete.

For RCC Work in Foundation

For RCC Column

For RCC Bend at Plinth & Lintel Level

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

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

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.

Providing two coats of painting with ready mixed paint of approved shade and make over steel surface

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

House Connection (7051 Nos)

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)

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)

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

Providing centering and shuttering including strutting, propping etc with all complete.

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

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.

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)

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)

Lowering laying and Jointing HDPE/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)

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.

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)

Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia)

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)

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

20mm dia Elbow

15mm dia Elbow

20mm dia reducing socket

20 mm dia nipple

15 mm dia nipple

20mm dia union socket

15mm dia socket

20mm dia socket

Carriage of materials

Part - C - SATUWA-MOULIYA RWSS

Elevated Service Reservoir (ESR)

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

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

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

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

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

Plain 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.

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

These rates are include providing, M.S. ladder for E.S.R.s upto 2 lakhs capacity and providing spiral staircase for ESR above 2 Lakh litres capacity.

Staging shall be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250 extra concrete in contact with water shall be design and constructed in M-300.

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.

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.

RCC ESR-1 at Zone 1 Capacity 2.40 Lakh litre Stagging Height -25.00m

RCC ESR-2 at Zone 2 Capacity 5.60 Lakh litre Stagging Height -25.00m

RCC ESR-3 at Zone 3 Capacity 5.00 Lakh litre Stagging Height -25.00m

Clear Water Rising Main

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 .

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.

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

Providing and supplying lSI standard D.I.specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for 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

For 100 - 300 mm dia Pipe

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)

Sluice & Scour Valve-Dia 200 mm

Sluice & Scour Valve-Dia 250 mm

Supplying Single ball flanged/screwed type PN1.6 Air valve - 40 mm- MJP SOR SEC I (XII) SL NO 6 ( B) (ii)

Fitting & Fixing Air valve single ball MJP SOR SEC I (XII)

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.

For classification of soil item-B

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.

For classification of soil item-C

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)

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

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.

Supplying tool cutting road as well restoring the same as per specification and direction of E/I

Pucca road-

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.

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.

Sluice Valve-Dia 200 mm

Sluice Valve-Dia 250 mm

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.

Removable mechanism type Bulk water meter as per ISO 4064.Providing, installing and giving satisfactory field testing of bulk water meter, horizontal inferential multi jet type with magnetic drive and dry dial suitable for ambient 50º C Temperature duly sealed against tampering complete with flanges at both ends and conforming to class B as per ISO 4064 along with manufacturer's test certificate and guarantee certificate, including cost of all materials and labour etc with OIML. MID certification for Abroad meter and FCRI for India including 36 months guarantee etc complete.

250 MM Dia

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.

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

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.

200 mm dia pipe

250 mm dia pipe

Providing and constructing B.B. masonary valve chamber with 15cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B masonery in CM 1:6 proportion precast RCC frame & cover, etc. complete as per directed by Engineer-in-charge.

Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size

Supply all materials & Construction of Thrust Block where required(150 mm dia)

Supply all materials & Construction of Thrust Block where required(200 mm dia)

Supply all materials & Construction of Thrust Block where required(250 mm dia)

Distribution System

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 .

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.

For classification of soil item-B

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.

For classification of soil item-C

Supplying tool cutting road as well restoring the same as per specification and direction of E/I

Pucca road-

Water Bound Macadam Road-

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.

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.

Providing and supplying in 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)

63 mm dia. HDPE 6 Kg/Cm²

75 mm dia. HDPE 6 Kg/Cm²

90 mm dia. HDPE 6 Kg/Cm²

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.

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

350 mm dia pipe

Providing and supplying lSI standard D.I.specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for 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

For 100 - 300 mm dia Pipe

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.

63 mm dia. HDPE 6 Kg/Cm²

75 mm dia. HDPE 6 Kg/Cm²

90 mm dia. HDPE 6 Kg/Cm²

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)

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

350 mm dia pipe

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.

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.

63 mm dia. HDPE 6 Kg/Cm²

75 mm dia. HDPE 6 Kg/Cm²

90 mm dia. HDPE 6 Kg/Cm²

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

350 mm dia pipe

Labour charge for one cutting of HDPE/UPVC/AC,CI/DI pipe and specials including necessary tools and plants, chipping of filling surface finish as per specification and direction of E/I.

63 mm dia. HDPE 6 Kg/Cm²

75 mm dia. HDPE 6 Kg/Cm²

90 mm dia. HDPE 6 Kg/Cm²

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

350 mm dia pipe

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)

Sluice & Scour Valve-Dia 100 mm

Sluice & Scour Valve-Dia 150 mm

Sluice & Scour Valve-Dia 200 mm

Sluice & Scour Valve-Dia 200 mm

Sluice & Scour Valve-Dia 350 mm

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.

Sluice & Scour Valve-Dia 100 mm

Sluice & Scour Valve-Dia 150 mm

Sluice & Scour Valve-Dia 200 mm

Sluice & Scour Valve-Dia 200 mm

Sluice & Scour Valve-Dia 350 mm

Providing and constructing B.B. masonary valve chamber with 15cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B masonery in CM 1:6 proportion precast RCC frame & cover, etc. complete as per directed by Engineer-in-charge.

Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size

BOUNDARY/ COMPOUND WALL (349.20 M)

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.

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.

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).

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.

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:

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:

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Stiffners 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.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band 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.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band 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.

Providing Centaring & Shuttering including strutting, Propping etc &all Complete.

For RCC Work in Foundation

For RCC Siffners

For RCC Band at Plinth & Lintel Level

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.

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.

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. .

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

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

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Cost of Gate (3 Nos)

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.

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).

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.

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.

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.

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.

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.

Providing Centaring & Shuttering including strutting, Propping etc &all Complete.

For RCC Work in Foundation

For RCC Column

For RCC Bend at Plinth & Lintel Level

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

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

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.

Providing two coats of painting with ready mixed paint of approved shade and make over steel surface

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

House Connection (9808 Nos)

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)

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)

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

Providing centering and shuttering including strutting, propping etc with all complete.

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

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.

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)

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)

Lowering laying and Jointing HDPE/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)

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.

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)

Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia)

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)

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

20mm dia Elbow

15mm dia Elbow

20mm dia reducing socket

20 mm dia nipple

15 mm dia nipple

20mm dia union socket

15mm dia socket

20mm dia socket

Carriage of materials

Nala Crossing-1 (Clear Water 350 mm Dia)(Banjari Village) 80 m

Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kind of soil including moorum soil, soil mixed with kankar, pebbles & boulders upto 300m size & disposal of the same (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.

Lift 0.00 to 1.50 M

Lift 1.50 to 2.50 M

Plain/Reinforced Cement Concrete In open Foundation Complete As Per Drawing And Technical Specification. PCC Grade M15

Plain/Reinforced Cement Concrete In open Foundation Complete As Per Drawing And Technical Specification.RCC Footing,RCC Gread M30

Furnishing And Placing Reinforcement/Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification.RCC Grade M30 RCC Column,

Furnishing And Placing Reinforcement/Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification.RCC Gread M250 For Beam

Furnishing And Placing Reinforcement/Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification.RCC Grade M25 For Slab

Providing tor steel reinforcement of 10 mm dia. As per approved design and drawing excluding carriage of MS rods 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 & direction of E/I.

Providing 12 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. ( 2.5 to 3.0 ) washed and screened including curing, scaffolding wherever required and its removal royalty and All taxes etc. complete job as per specification & direction Of E/I.

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

Earth filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with 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)

Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer - in charge (including cost of machinery, labour, fuel ), etc. complete.

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

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

Nala Crossing-2 (Clear Water 350 mm Dia) (20 m)(Pchkediya Village)

Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kind of soil including moorum soil, soil mixed with kankar, pebbles & boulders upto 300m size & disposal of the same (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.

Lift 0.00 to 1.50 M

Lift 1.50 to 2.50 M

Plain/Reinforced Cement Concrete In open Foundation Complete As Per Drawing And Technical Specification. PCC Grade M15

Plain/Reinforced Cement Concrete In open Foundation Complete As Per Drawing And Technical Specification.RCC Footing,RCC Gread M30

Furnishing And Placing Reinforcement/Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification.RCC Grade M30 RCC Column,

Furnishing And Placing Reinforcement/Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification.RCC Gread M250 For Beam

Furnishing And Placing Reinforcement/Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification.RCC Grade M25 For Slab

Providing tor steel reinforcement of 10 mm dia. As per approved design and drawing excluding carriage of MS rods 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 & direction of E/I.

Providing 12 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. ( 2.5 to 3.0 ) washed and screened including curing, scaffolding wherever required and its removal royalty and All taxes etc. complete job as per specification & direction Of E/I.

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

Earth filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with 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)

Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer - in charge (including cost of machinery, labour, fuel ), etc. complete.

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

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

Nala Crossing-3 (Distribtion Main 150 mm Dia) (60 m)(Satua Village)

Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kind of soil including moorum soil, soil mixed with kankar, pebbles & boulders upto 300m size & disposal of the same (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.

Lift 0.00 to 1.50 M

Lift 1.50 to 2.50 M

Plain/Reinforced Cement Concrete In open Foundation Complete As Per Drawing And Technical Specification. PCC Grade M15

Plain/Reinforced Cement Concrete In open Foundation Complete As Per Drawing And Technical Specification.RCC Footing,RCC Gread M30

Furnishing And Placing Reinforcement/Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification.RCC Grade M30 RCC Column,

Furnishing And Placing Reinforcement/Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification.RCC Gread M250 For Beam

Furnishing And Placing Reinforcement/Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification.RCC Grade M25 For Slab

Providing tor steel reinforcement of 10 mm dia. As per approved design and drawing excluding carriage of MS rods 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 & direction of E/I.

Providing 12 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. ( 2.5 to 3.0 ) washed and screened including curing, scaffolding wherever required and its removal royalty and All taxes etc. complete job as per specification & direction Of E/I.

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

Earth filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with 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)

Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer - in charge (including cost of machinery, labour, fuel ), etc. complete.

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

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

Nala Crossing- 4 (Clear Water 300 mm Dia) (40 m)(Rudidih Village)

Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kind of soil including moorum soil, soil mixed with kankar, pebbles & boulders upto 300m size & disposal of the same (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.

Lift 0.00 to 1.50 M

Lift 1.50 to 2.50 M

Plain/Reinforced Cement Concrete In open Foundation Complete As Per Drawing And Technical Specification. PCC Grade M15

Plain/Reinforced Cement Concrete In open Foundation Complete As Per Drawing And Technical Specification.RCC Footing,RCC Gread M30

Furnishing And Placing Reinforcement/Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification.RCC Grade M30 RCC Column,

Furnishing And Placing Reinforcement/Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification.RCC Gread M250 For Beam

Furnishing And Placing Reinforcement/Prestressed Cement Concrete In Super-Structure As Per Drawing And Technical Specification.RCC Grade M25 For Slab

Providing tor steel reinforcement of 10 mm dia. As per approved design and drawing excluding carriage of MS rods 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 & direction of E/I.

Providing 12 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. ( 2.5 to 3.0 ) washed and screened including curing, scaffolding wherever required and its removal royalty and All taxes etc. complete job as per specification & direction Of E/I.

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

Earth filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with 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)

Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer - in charge (including cost of machinery, labour, fuel ), etc. complete.

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

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

Part - D - SHOLE RWSS

Elevated Service Reservoir (ESR)

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

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

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

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

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

Plain 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.

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

These rates are include providing, M.S. ladder for E.S.R.s upto 2 lakhs capacity and providing spiral staircase for ESR above 2 Lakh litres capacity.

Staging shall be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250 extra concrete in contact with water shall be design and constructed in M-300.

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.

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.

RCC ESR 1 Capacity 2.30 Lakh litre Stagging Height -14.00m

Distribution System

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 .

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.

For classification of soil item-B

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.

For classification of soil item-C

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)

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

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.

75 mm dia. HDPE 6 Kg/Cm²

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.

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

75 mm dia. HDPE 6 Kg/Cm²

Labour charge for one cutting of HDPE/UPVC/AC,CI/DI pipe and specials including necessary tools and plants, chipping of filling surface finish as per specification and direction of E/I.

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

75 mm dia. HDPE 6 Kg/Cm²

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.

Sluice & Scour Valve-Dia 100 mm

Sluice & Scour Valve-Dia 150 mm

Sluice & Scour Valve-Dia 200 mm

Providing and constructing B.B. masonary valve chamber with 15cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B masonery in CM 1:6 proportion precast RCC frame & cover, etc. complete as per directed by Engineer-in-charge.

Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size

Supplying tool cutting road as well restoring the same as per specification and direction of E/I

Pucca road-

Water Bound Macadam Road-

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.

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.

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.

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.

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

Providing and supplying in 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)

75 mm dia. HDPE 6 Kg/Cm²

Providing and supplying lSI standard D.I.specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for 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

For 100 - 300 mm dia Pipe

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)

Sluice & Scour Valve-Dia 100 mm

Sluice & Scour Valve-Dia 150 mm

Sluice & Scour Valve-Dia 200 mm

BOUNDARY/ COMPOUND WALL (116.40 M)

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.

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.

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).

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.

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:

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:

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Stiffners 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.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band 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.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band 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.

Providing Centaring & Shuttering including strutting, Propping etc &all Complete.

For RCC Work in Foundation

For RCC Siffners

For RCC Band at Plinth & Lintel Level

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.

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.

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. .

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

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

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Cost of Gate (1 Nos)

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.

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).

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.

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.

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.

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.

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.

Providing Centaring & Shuttering including strutting, Propping etc &all Complete.

For RCC Work in Foundation

For RCC Column

For RCC Bend at Plinth & Lintel Level

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

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

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.

Providing two coats of painting with ready mixed paint of approved shade and make over steel surface

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

House Connection (1417 Nos)

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)

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)

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

Providing centering and shuttering including strutting, propping etc with all complete.

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

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.

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)

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)

Lowering laying and Jointing HDPE/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)

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.

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)

Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia)

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)

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

20mm dia Elbow

15mm dia Elbow

20mm dia reducing socket

20 mm dia nipple

15 mm dia nipple

20mm dia union socket

15mm dia socket

20mm dia socket

Carriage of materials

Part - E - MERAL-BHONGA RWSS

Elevated Service Reservoir (ESR)

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

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

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

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

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

Plain 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.

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

These rates are include providing, M.S. ladder for E.S.R.s upto 2 lakhs capacity and providing spiral staircase for ESR above 2 Lakh litres capacity.

Staging shall be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250 extra concrete in contact with water shall be design and constructed in M-300.

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.

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.

RCC ESR 1 Capacity 1.10 Lakh litre Stagging Height -15.00m

Distribution System

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 .

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.

100 mm dia pipe

150 mm dia pipe

Providing and supplying in 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)

75 mm dia. HDPE 6 Kg/Cm²

Providing and supplying lSI standard D.I.specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for 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

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.

For classification of soil item-B

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.

For classification of soil item-C

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)

100 mm dia pipe

150 mm dia pipe

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.

75 mm dia. HDPE 6 Kg/Cm²

Supplying tool cutting road as well restoring the same as per specification and direction of E/I

Pucca road-

Water Bound Macadam Road-

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.

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.

Labour charge for one cutting of HDPE/UPVC/AC,CI/DI pipe and specials including necessary tools and plants, chipping of filling surface finish as per specification and direction of E/I.

100 mm dia pipe

150 mm dia pipe

75 mm dia. HDPE 6 Kg/Cm²

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)

Sluice & Scour Valve-Dia 100 mm

Sluice & Scour Valve-Dia 150 mm

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.

Sluice & Scour Valve-Dia 100 mm

Sluice & Scour Valve-Dia 150 mm

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.

Providing and constructing B.B. masonary valve chamber with 15cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B masonery in CM 1:6 proportion precast RCC frame & cover, etc. complete as per directed by Engineer-in-charge.

Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size

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.

100 mm dia pipe

150 mm dia pipe

75 mm dia. HDPE 6 Kg/Cm²

BOUNDARY/ COMPOUND WALL (116.40 M)

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.

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.

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).

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.

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:

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:

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Stiffners 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.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band 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.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band 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.

Providing Centaring & Shuttering including strutting, Propping etc &all Complete.

For RCC Work in Foundation

For RCC Siffners

For RCC Band at Plinth & Lintel Level

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.

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.

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. .

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

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

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Cost of Gate (1 Nos)

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.

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).

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.

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.

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.

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.

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.

Providing Centaring & Shuttering including strutting, Propping etc &all Complete.

For RCC Work in Foundation

For RCC Column

For RCC Bend at Plinth & Lintel Level

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

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

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.

Providing two coats of painting with ready mixed paint of approved shade and make over steel surface

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

House Connection (669 Nos)

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)

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)

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

Providing centering and shuttering including strutting, propping etc with all complete.

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

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.

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)

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)

Lowering laying and Jointing HDPE/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)

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.

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)

Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia)

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)

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

20mm dia Elbow

15mm dia Elbow

20mm dia reducing socket

20 mm dia nipple

15 mm dia nipple

20mm dia union socket

15mm dia socket

20mm dia socket

Carriage of materials

Operation & Maintenance for Five years (excluding energy charge)

O/M work with Labour component & Materials for 1st Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 2nd Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 3rd Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 4th Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 5th Year

As per SBD Section - 5 Clouse 9.10

Add 18% GST

Add 1% Labour Cess

RAJGRIHI SINGH CONSTRUCTION PVT LTD