Simdega Urban Water Supply Scheme with 5 years of Operation and Maintenance

Amount

Automation Work/SCADA and Instruments

Supply,Installation,Testing & Commissioning (SITC) including Freight charges of centralized PLC System Hardware along with local SCADA system complete as discribed below:

Supply of centralized SCADA Monitoring center equipment -SCADA software-64 bit in redundant configuration inclusive of runtime +development version,with unlimited tag version, web server functionality; Redundant Industrial grade Online Uninterrupptible power supply (UPS) along with batteries (redundancy ) with 120 minutes back up(10 KVA minimum capacity ); 24 port Managed Ethernet switches, equipment -LED Screen (65") for mimics & CCTV Feed monitoring-Inclusive of required hardware,cables,software; GPRS modules communication modules (redundant configuration) to receive and transmit data from various remote locations; equipment A-3 Size Multi function Printer with builtin scanner,photocoping,etc.; A-4 Size alarm printer; Hardware based firewall; Broadband Internet connection (HIGH Speed) to connect to all GPRS devices in real time; CCTV system for the control room + required software to monitor the CCTV Feed at the control center; Biometric access control system for the control center; EPBAX system for the control room with indoor telephone systems; Factory acceptance test for the entire system with complete Installation & commissioning of the above system

Site acceptance test for the entire system for continuous period of 60 days***(the cost indicated is inclusive of Factory acceptance,installation & commissioning and SATperiod)

Required Civil modification & repaired works with fresh paint for interior and exterios +Interior works (1.false flooring in control room 2.False ceiling in the entire CSC, 3. Glass partitions with glass doors and panelling with JUIDCO logo,4.lighting fixtures and accessories to suit control room standards,5.fire retardant panels for server room,6.Fire detection system along with smoke detectors.fire extinguishers in CSC,7.furniture & office equipment ( for reception area,control room,engineer rooms etc.. comprising of desks,ergonomic chairs,requires cupboards and shelves,stationary, consumables for printers,etc..) 8.Air conditioning for CSC consisiting of split air conditioniers -1.5 Tonnage - 2 Nos )

Instrumentation

Providing, Installation, Testing and Commissioning of ULTRASONIC LEVEL TRANSMITTER for Water Application : Principle : Time of Flight / Sensor MOC PP / Process Connection 1 1/2 inch BSP or 2 inch BSP Threaded type / Power Supply: 24 V DC / Output: 4- 20mA / Display: Integral display for programming and Display Reading / IP 66. 0 - 8 MTR

Providing, Installation, Testing and Commissioning of PRESSURE TRANSMITTER for Water Application: Range: 0-10 Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 "NPT (M) / Accuracy: 0.15% Protection: IP67

Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum

Providing, Installation, Testing and Commissioning of CHLORINE ANALYSER for Water Application: Transmitter : Range: 0.05 to 20 ppm, Power Supply 230 VAC, Input: 2 Digital Sensors - one for chlorine and second for pH, Output: 4-20mA HART, IP66/67 Protection / Tx protection cover required / Sensor Range 0-14 pH , able to transmit digital signal to transmitter, calibration data can be transferred to Transmitter , process temp: 65 deg cen/ Sensor range:0.05 to 20 mg/l

Providing, Installation, Testing and Commissioning of pH ANALYSER for Water Application : Transmitter : Range: 0-14 pH, Power Supply 230 VAC, Input: One Digital Sensor, Output: 4- 20mA HART, IP66 Protection / Tx protection cover required / Sensor Range 0-14 pH , able to transmit digital signal to transmitter, calibration data can be transferred to Transmitter , process temp: 65 deg cen/ flow through tee MOC SS

Providing, Installation, Testing and Commissioning of TURBIDITY ANALYSER for Water Application : Turbidity Measuring range: 0 to 100 NTU ; Accuracy:+/-2% of reading or +/-0.02NTU; Compliance to US EPA180.1, With inbuilt transmitter with 4-20 mA output , Relay contacts & Modbus communication

Providing, Installation, Testing and Commissioning of ULTRASONIC FLOW METER INSERTION TYPE for Water Application : Principle: Time of Flight / Type: Insertion / Protection : IP68 / Power Supply: 230 V AC / Output : 4-20 mA with HART / Accuracy: 2 - 3%

INTAKE WELL WITH PUMP HOUSE (22 MLD)

Earthwork in excavation of foundation trenches as per 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 toe of the dam base in the country side) with in initial lead of 150 m and initial lift of 1.5 M all lifts as per specification and direction of E/I.

Earthwork in excavation of cut off trenches as per designed section in soft rock or ordinary rock (vide classification of soil item C) with disposal of spoil (beyond 150 M away from the toe of dam but within 1 km with all lifts by truck including loading, unloading construction and maintanance of haul road etc. as per specification & direction of E/I. (soft rock where blasting is required and approved by the concerned Chief Engineer)

Earthwork in excavation of foundation trenches of toe wall, spill way, head regulator outlet, intakewell and outlet etc. as per designed section in hard rock where blasting needed and stacking properly in a p p r o v e d s t a c k s i z e i n approved stack yard (beyond 50M from the edge of the trenches in the country side) with initial lead of 150 M and initial lift of 1.5 M as per specification & direction of E/I.(Excavated hard rock size should not be more than 150 lb)

Providing coarse clean sand in filling in foundation tranches or in plinth including ramming and watering in layer not exceeding 150 mmm thick with all leads and liftincluding cost of all materials, labours, royalty and txces all complete as per building sepcificatio and direction of E/I. (Mode of measurement compacted volume)

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

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification Bottom Plug (PCC Grade M30)

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification

RCC Raft Foundation-M30

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification

Staning wall of Intake wall RCC M-30

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25, Using Concrete Mixer, For T-beam & slab.

Intake Roof

Pump House Roof

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to Is:1786, having minimum cross section as 23 mmx 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30X20X15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25, Using Concrete Mixer, For T-beam & slab.

For roof slab

PUMP HOUSE

Column

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25, Using Concrete Mixer, For T-beam & slab.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25, Using Concrete Mixer, For T-beam & slab.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25, Using Concrete Mixer, For T-beam & slab.

Lintel Beam

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25, Using Concrete Mixer, For T-beam & slab.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

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 10 mm thick mortar joints, cost of s c r e e n i n g o f m a t e r i a l s , scaffolding, racking out joints to 15 mm depth, curing taxes and royalty all complete as per b u i l d i n g s p e c i f i c a t i o n a n d direction of E/I.

Supplying fitting and fixing fully glazed steel door window or ventilators of standard rolled Z and mullion section and sizes a s p e r I . S . - 1 0 3 8 j o i n t i n g materials and welded with 100x16x3 mm MS lugs fixed m cement in cement concrete 1 : 2 : 4 b l o c k s 1 5 x 1 0 x 1 0 c m including cost of oxidized iron fitting with hinges, handle per step, catch springs 3mm thick p l a i n g l a s s p a n e l s w i t h Aluminium beads and inner frame fixed with lugs of 20 mm long G.3mm G.I. counter sunk machine screw and nuts and applying a coat of rec lead paint, carnage to work site and pacing in position in all storey and taxes all complete as per b u i l d i n g s p e c i f i c a t i o n a n d direction of E/I.

Supplying fitting and fixing collapsible Gate of approved size and make properly fabricated with vertical double Channel 20 x 10 x 2 mm at 100 mm Centers & braced with M.S. Flat diagonals 20 x 3 mm with top and bottom rail of T- iron 40 x 40 x 6 mm with 38 mm dia steel pulley complete with bolts, nuts, locking arrangements, stoppers, handles, including applying a priming coat of red lead paint, carriage, hoisting and taxes all complete as per building specification and direction of E/I.

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

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

Providing two coat of snowcem of approved shade and make over a coat of cement of primer of new surface including p r e p a r i n g t h e p l a s t e r d e d surface smooth with sand paper, scaffolding, curing and taxes all complete as per b u i l d i n g s p e c i f i c a t i o n a n d direction of E/I.

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

Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.

Providing, constructing coffer d a m 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 / semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to satisfaction of Engineer-in-charge, til l t h e completion of work including dismantling coffer dam after completion of works and disposing off material as directed by the Engineer-in-charge. Note : Pay line maximum- Top width payable shall be 2 mtr. And maximum payable side slopes shall be 1.5 Horizontal to 1 vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flatter slopes are not payabale Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious/semipervious hearting materials for which no extra payments shall be payable. 30% payment shall be withheld for dismantling of coffer dam. This foot note shall appear in tender condition. (type section is shown on last page of type design section of CSR)

Dewatering the excavate d 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 i) The contractor at his request may allowed to start construction of masonary steining so as not to allow silting of well in oncoming mansoon and while paying masonary, 25% amount shall be withheld and released only when excavation to the full depth is completed. ii) Dewatering : Total dewatering charges are to be proposed in tender as lumpsum amount and 75% is payable for excavation and 25% is payable for construction of well / gallery. Out of 75% excavation breakup shall be as under. 25% for last 1 Mtr. Depth. 20% for 2 M depth which just above last 1 M depth. 15% for 2 M depth which just above last 3 M depth. 15% for the rest of depth from water table level The above conditions will restrict the tendancy of agencies to avoid deeping of wells etc. to the required depths.

Providing and fixing M.S. sluice gates in positionas per detailed drawing and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.

CONSTRUCTION OF R.C.C. GANGWAY 50 MTRS LONG X 3.0 MTRS WIDTH

Earthwork in excavation of foundation trenches as per 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 toe of the dam base in the country side) with in initial lead of 150 m and initial lift of 1.5 M all lifts as per specification and direction of E/I.

Providing coarse clean sand in filling in foundation tranches or in plinth including ramming and watering in layer not exceeding 150 mmm thick with all leads and liftincluding cost of all materials, labours, royalty and txces all complete as per building sepcificatio and direction of E/I. (Mode of measurement compacted volume)

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

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M20

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification in Raft foundation

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25, Using Concrete Mixer, For T-beam & slab.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25, Using Concrete Mixer, For T-beam & slab.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

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 panels 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 and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.

Providing, constructing coffer d a m 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 / semipervious 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. Note : Pay line maximum- Top width payable shall be 2 mtr. And maximum payable side slopes shall be 1.5 Horizontal to 1 vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flatter slopes are not payabale Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious/semipervious hearting materials for which no extra payments shall be payable. 30% payment shall be withheld for dismantling of coffer dam. This foot note shall appear in tender condition. (type section is shown on last page of type design section of CSR)

Dewatering the excavate d 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 costof machinery , labour, fuel ) , etc. complete i) The contractor at his request may allowed to start construction of masonary steining so as not to allow silting of well in oncoming mansoon and while paying masonary, 25% amount shall be withheld and released only when excavation to the full depth is completed. ii) Dewatering : Total dewatering charges are to be proposed in tender as lumpsum amount and 75% is payable for excavation and 25% is payable for construction of well / gallery. Out of 75% excavation breakup shall be as under. 25% for last 1 Mtr. Depth. 20% for 2 M depth which just above last 1 M depth. 15% for 2 M depth which just above last 3 M depth. 15% for the rest of depth from water table level The above conditions will restrict the tendancy of agencies to avoid deeping of wells etc. to the required depths.

E & M- Raw Water Plant,at Intake Well

Supply, Testing & Commissioning of Vertical Turbine pump motor set of specified duty parameters & guaranteed efficiency of following MOC with specified capacity horizontal foot mounted TEFC squirrel cage induction motor, working on three phase AC supply with 50 Hz ± 3%, 415 V ± 10%, rated speed 1450 RPM along with column and bowl assembly, discharge head, base channel/RSJ etc. complete as per relevant IS. M.O.C.: Impeller & Sealing Rings:CF8M, Bowl & Suction Bell: CI FG 260 IS: 210 with 2% Ni , Shaft with coupling: SS 410, Column Pipe: M.S. ERW, Mechanical Seal (above 30 kW), Base Plate: MS, Line Bearing: Thordon type, Suction Strainer: S.S. 76.0 KW to 132.0 KW

Providing erecting and giving test and trial of FCMA fully Automatic, Starter with DOL Soft Starter complete with main Contactor, VAF meter , PLC and HMI , push buttons and indications,FCMA module with bypass contactor and its control circuitry etc complete. 180 HP (400)

Supplying Single Girder Hand Operated Circular/ Rectangular Travelling Crane with 6 m lift complete with chain pulley block ISI marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. 5 Tonne capacity above 8m span

Supplying and erecting 200 kVAR, 440 V Three phase, 50 cycles, THYRISTER SWITCHED MICRO APFC PASSIVE FILTER PANEL, consisting of suitable steps of APP type capacitor units confirming to IS- 13585 ( Part – I) 1994 with harmonic filter reactors, as per specification no ESD-APFC

Providing, erecting and commissioning out door type copper wound transformer continuously rated for 3 Ph, 50 Hz, at full load and temp. rise not exceeding 45º C by thermometer in oil and 50ºC by the resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group DY 11, HT side connected in Delta and LT side connected in Star with neutral brought out connected to provided separate earthing. The transformer shall have power terminal arrangement, bushings / cable end box on HT side and cable end box on LT side. 2 Nos. channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. The transformer should have following standard fittings. Transformer shall be of latest manufacturing standards as per amended IS specifications and the Load & No Load losses shall be limited to the values given below or as per IS or Norms issued by MSEDC Ltd whichever are lower. Power Transformer 11000/433 volts With off load Tap Changer – 12.5% to +2.5% in steps of 2.5% . 630 KVA (No load loss 1000w and load loss 7000w)

Supply, installation and commissioning of LT switch disconnect or Isolator (TPN) of suitable rated Switch Disconnector IS: 13703 and IS: 13947(Part-3) IEC : 60947-3 Door interlock & padlock facility with S.S. Enclosure

Supplying XLPE / PVC insulated, armoured cable 1100 V grade with ISI mark Three and half core, stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete in an approved manner as per IS 7098 3.5 core 240sq mm

Supplying HT Aluminium three core cable XLPE insulated ,insulation screened with extruded semi conducting compound in combination with copper tape (0.3 kA for 1 sec.) cores laid up inner sheath of PVC tape ,galvanised steel flat strip armoured,and overall PVC sheathed cable conforming to IS :7098 /II/85 with latest amendments 3 core 240sq mm

Cost of cable jointing kit making indoor termination and outdoor termination with suitable joints along with cable trays where ever required etc. all complete

Providing, erecting electric Valve actuators totally enclosed, weather-proof and dust proof construction with IP-67, protection class suitable for installation in any position without lubrication, leakage or other operational difficulty with special grease filled gear box and hand wheel for emergency manual operation which will automatically dis-engage on restoration of power to motor and with 10 watt single phase space heater and continuous local mechanical position indicator and individually replaceable counter gear assembly and with two torque and four limit switches with S.S. flap and operated with gear driven cams and of rating 250 Volt, 5 Amp, AC/DC, torque switch dial and with TEFC squirrel cage induction motor working on 440 Volts +/- 10%, 3 phase, 50 Hz AC of intermittent duty rating S-2, insulation class "F" and temp rise restricted to class "B" with IP - 67 protection class suitable for DOL starting and with three thermostat and 30% over load margin. The torque rating of reduction gear box shall be atleast 1.5 times max. torque required for opening and closing of valve with integral starter for ON & OFF operation.

Electric Valve Actuator for non rising spindle type sluice valve, PN 1 & PN 1.6 rating For Valve Size (600 mm dia)

Electromagnetic Flow Meter Providing, installation, testing and commissioning of Electromagnetic Flow Meter etc. including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Electromagnetic Flow Meter including cutting the existing pipe line etc. complete in all respect as per technical specification and as per direction of Engineer.

EMF450 for DN 450 mm

Cost of drawing 11 KV HT overhead electric Line on Rail poles with suitable ( DOG ) ACSR Conductor from the nearest grid upto ESS for Raw Water and making DP including cost of PTs & CTs and cost of taking clectrical connection from JSEB

CONVENTIONAL WATER TREATMENT PLANT (19 MLD)

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

Aeration Foundation : Plan area not less than 0.625 square meter per MLD

Ventury Flume : With necessary devices, consisting of simple mechanical indicator (Pedestal type guauge).

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

Flocculator : confirming to I.S. 7028 of 1974 (Type -C) with detention period of 30 minutes.

Clarifier : Horizontal flow circul;ar tank , detention period 2.5 hours, overflow rate 30 cubic meter per square meter per day (to be specified), Weir loading not more than 300 cubic meter per meter per day, with mechanical sludge scraper confirming to I.S. 10313/1982 with necessary inlet outlet arrangement.

Rapid Sand Filters and Filter House : Filter deisgned for filtration rate of 5000 lit/m2/hr at normal flow 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 meter in width. With constant rate filtration or declining rate filtration.

a) Filter sand : Effective size 0.45 to 0.70mm , uniformity coefficient not more than 1.7, nor less than 1.3,m depth of water over sand 0.75m free board 50cm gravel 0.45m in depth sand and gravel confirming to I.S. 849 (I)-77 back wash by air wash . Standard appurtenances (to be specified).rate of flow controller, fitter gauge, sand expansion guage etc.

b) Wash Water Tank : capacity to be spacified and suitable to supply water to wash specified number of filter beds at a time 12 minute at 600 lit/M2/min under a head of 12 m at under drain.

c) Wash water Pumps : Capacity to fill water tank in one hour with 100% stand by

d) Air Blowers : Capable of delivering 600 LMP per square meter of free air, of filter area at 0.4 kg/scuare cm at the underdrains (100% stand by) for period of 5 min.

Chemical House in Two Storey's

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

b) First floor to accommodate alum and lime tanks chain pulley block etc. (minimum 5 m height)

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 indica tor mechanical agitation devices, 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 deisgned 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 mansoon with 20% extra capacity for other sundry articles

Vacuum feed type chlorinators : make to be approved by MJP

a) confirming to I.S. 10533- A part - II 1983

b) Rate of withdrawal

Degree "C" Cylinders

45 67 Tonners

27 & Above 18.7 28.12 315

c) Chlorinator and equipment and container room : to conform to I.S. 10553 Part - I 1983

d) 100% standby shall be provided

By pass arrangement - C.I or MS pipes

i) By passing all units of TP

ii) By passing flash mixer, clariflocculator.

iii) By passing flash mixer, clariflocculator and filter

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

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

Drainage arrangement : To decant all units of WTP with CI pipes upto boundary of each unit and further extension with RCC pipes to nearby nalia.

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

Laboratory equipment : as per requirement (to be specified during tendering)

Sanitary Blocks : Carpet area - 15 square meter minimum upto 25 MLD

Administrative block and Internal road.

To accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and all required internal 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.

All pipes conducts channel with 20% over loading.

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

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

All RCC structure shall be constructed in M.300

Note: Conditions from Sr. No. 1 to 19 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants (proposed).

Cost of 19 MLD water treatment plant

E & M- Water Treatment Plant (WTP)

Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification. Discharge 91 to 100 LPS and head 31 to 40 M

Providing erecting and giving test and trial of FCMA fully Automatic, Starter with DOL Soft Starter complete with main Contactor, VAF meter , PLC and HMI , push buttons and indications,FCMA module with bypass contactor and its control circuitry etc complete. 100 HP (200)

Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible). 300 ID

DI Special for Pipe Work (200-300MM DIA)

Providing , Laying, Jointing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle caps including all taxes transportation etc.complete. 300mm (PN 1 with byepass) arrangement. With including 10% CP with E.D

Providing, Fixing and supplying ISI mark CI D/F reflux valves (non-return valves) of following dia including all taxes (central and local), railway freight, inspection charges unloading from railway wagon, loading into truck, transportation upto departmental stores/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I(1984). 450mm (PN-1.6 with byepass arrangement.)

Providing , erecting C.I. foot valve having single leather flap and gunmetal sealing. Valve shall be fixed on suction side of pump as per requirement including jointing material and hardware. Flanged type150mm

Desidning,supplying,installing,commissioning & testing with complete priming arrangements for centrifugal pumps as applicable & as required shall be done with interface with PLC panels & further to SCADA system.

Substation at WTP ( Transformer + Associated Structure )

Designing, Providing, Eracting, commissioning & testing of 1000 KV out door type 11KV/.433 KV Transformer with associated Structure and DB complete

11 KV Line upto WTP by Tapping the Feeder supplying to Head works

Designing, providing, erecting, commissioning & testing of 11 KV Line upto WTP by tapping the 11 KV feeder coming from 33KV/11KV nearby substation and supplying to Head works JW . Complete.

Panel

Designing, Providing, Eracting, commissioning & testing of Electrical panel for Pumps and Other Electrical Equipment including the incoming 4 pole okt Breaker

Supplying and erecting 200 kVAR, 440 V Three phase, 50 cycles, THYRISTER SWITCHED MICRO APFC PASSIVE FILTER PANEL, consisting of suitable steps of APP type capacitor units confirming to IS- 13585 ( Part – I) 1994 with harmonic filter reactors, as per specification no ESD-APFC

Providing earthing with copper earth plate size 30X30X0.315 cm complete with all materials testing & recording the result as per spesification no. EA-EP

GI strip

Supplying and erecting G.I. strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joint required. as per specification No (EA-EP).

Street light in WTP , Transformer and out side area

Providing and erecting street light in the head work area complete with fitting and fixing

Providing and erecting cable for street and light in WTP area

Lighting in WTP including Office Building

Providing , fixing and Testing of Internal Lighting in WTP Building complete with the detailed description

Lightning Arrestors

Designing, providing, erecting, connecting Lightning Arrester on Jack well Area Building

Lighting in WTP Staff Quarters

Providing , fixing and Testing of Internal Lighting in WTP Building complete with the detailed description

Incoming Cable from Transformer to Elect Panel

Providing Fixing and Testing of 1.1 KV, 5x300 Sq MM 3 1/2 core Aluminium Conductor XLPE / PVC Armoured Cable

Cabling and Other Electrical Work

Providing, Laying , Connecting, Testing of Cables in the WTP Area and Scada Room and Residential Area including Lighting

Providing, erecting and commissioning single girder Electrically Operated Rectangular Over head Travelling Crane 7.5 T ( As per guideline as pump above 500 HP) with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendant control block. Span 8 to 10m

Hand operated circular or rectangular Travelling Crane

Supplying Single Girder Hand Operated Circular/ Rectangular Travelling Crane with 6 m lift complete with chain pulley block ISI marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. 5 Tonne capacity above 8m span

Substation Fencing, Safety & Fire Fighting Equipment

Emergency Lighting on Inverter

Designing, providing, installing, commissioning of Inverter for Emergency Lighting in WTP (Office, Filter, Out side Emergency Lights, Other area )

Structural steel for hoist arrangement & EOT

Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.

Providing , erecting and giving staisfactory test of centrifugal pump for recirculation of water confirming IS 9079 operating at 2900RPM with CI impeller, priming funnel, cock suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor . motor shall be suitable for working on 415V+- 10% , 3Ph 50Hz AC supply. Motor shall be suitable for working at TEFC type . Pump shall be erected on provided CC foundation blt grouted in CC foundation Block, including cables and starter 3.0 HP

Providing, installation, testing and commissioning of Electromagnetic Flow Meter etc. including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Electromagnetic Flow Meter including cutting the existing pipe line etc. complete in all respect as per technical specification and as per direction of Engineer.

EMF250 for DN 250 mm

EMF300 for DN 300 mm

EMF400 for DN 400 mm

EMF450 for DN 450 mm

STAFF QUARTER AT WTP (Twin Type)

E / W i n e x c a v a t i o n i n foundation trenches in ordinary soil (vide classification of soil i t e m - A ) & d i s p o s a l o f excavated earth obtained to a distance up to 50 M including all lift leveling ,ramming the foundation trenches removing root 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 150 mm thick with all leads & lift, including cost of all materials ,labour ,royalty & taxes all complete as per b u i l d i n g s p e c i f i c a t i o n & direction of E/I.

Supplying all materials, labours, tools & doing providing designation 75 A, one brick flat soiling (75 mm)in foundation trenches joints filled with local sand including cost of watering taxes royalty all complete. as per specification & direction of E/I

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

Providing designation 75 A brick work in C.M. (1:6)in f o u n d a t i o n & p l i n t h w i t h approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints ,cost of screening ,materials ,scaffolding ,raking out joints to 15 mm depth curing ,taxes & royalty all complete as per building specification & direction of E/I

Providing 25 mm thick water proof cement plaster (1:6) with clean coarse sand of F.M 2.5 to 3 including screening, curing with all leads and lift of water, scaffolding 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 t o 2 . 5 i n c l u d i n g providing 10 mm thick mortar jo i n t s , c o s t o f s c r e e n i n g ,materials ,scaffolding ,raking out joints to 15 mm depth curing ,taxes & royalty all complete as per building specification & direction of E/I

Lintel Beam

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure.

Chajja

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure.

Supplying fitting & fixing good quality ,well dressed & well seasoned sal wood work in choukhat in doors ,windows, , s k y l i g h t s , f a n l i g h t a n d celestial windows openings ,including wedge over clamps a l l c o m p l e t e i n c l u d i n g 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 all materials ,labors and fitting & fixing 38 mm (1.5) thick well seasoned Sal wood battened shutter ledged & braced in door 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 b u i l d i n g s p e c i f i c a t i o n & d i r e c t i o n o f E n g i n e e r –in-Charge

Supplying, fitting & fixing M.S. /Grill made of 20*6 mm 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 Dept.) @40Kg/sqm (40x7.56m2)

Providing 25 mm thick pre cast R.C.C. M-150 with nominal mix of (1:2.4) in 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 b u i l d i n g s p e c i f i c a t i o n a n d 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.

Supplying Fitting and Fixing M.S. Grill gate made of 20*6 mm M.S. Flat or16mm M.S. bar fitted on 25x25x6mm , M.S. angle frame 60x60x6mm including cost of fabrication , pro vinding necessary locking arrangment with haskal & dummy duly fixed in C.C. 1:2:4) blocks of required size applying a red lead paints over steel works, taxes, carriage of grill to work site, as per the building specification & direction of E/I. ( w h e r e steel is n o t supplied by the Dept.) Grill Gate @ 63 kg per Sqm (2 x1.05 x 1.95 x 63 = 257.985)

Providing 6 mm thick cement plaster (1:4) in ceiling with approved quality of 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 approved quality of clean coarse sand of F.M. 1.5 including screening . Curing with all leads & lifts of water ,scaffolding ,taxes royalty all complete as per b u i l d i n g s p e c i f i c a t i o n & direction of E/I.

Providing average 115 mm thick lime tracing (24 lime :36 shurkhi:100 brick khoa) well beaten and compacted including maintaining proper level & slope, making ghundi with finishing treatment, cost of carriage, curing ,royalty & taxes all complete as per building specification & direction of E/I.

F i l l i n g i n foundation trenches & plinth in layers not exceeding 150 mm thick well watered ,rammed ,fully compacted & fine dressed with earth obtained from e x c a v a t i o n o f f o u n d a t i o n 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)

Providing average 150 mm thick dry rammed khoa bitten to 1 1 2 m m ( c o m p a c t e d w i t h water) made of well burnt or j h a m a b r i c k s i n c l ud i n g ramming p r o p e r l y t i l l compacted t h i c k n e s s i s 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 panels 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) inwith top surface flush pointing in cement mortar (1:4) with approved quality of sand including cost of curing taxes, royalty all complete as per building s pecification and direction of E/I .

w h i t e washing three coat over new surface with approved quality of lime including the cost of cleaning s u r f a c e t h o r o u g h l y a n d removing the scales of smoke of mash marks with jhama rubbing ,scaffolding washing of floor sand taxes all complete as per b u i l d i n g s p e c i f i c a t i o n a n d direction of E/I.

Providing all materials ,labors & d o i n g 2 ( t w o ) c o a t c o l o u r washing over a two coat of white wash over the new surface with approved quality of lime including the cost of cleaning s u r f a c e t h o r o u g h l y a n d removing the scales of smoke of mash marks with jhama rubbing ,scaffolding washing of floor sand taxes all complete as per b u i l d i n g s p e c i f i c a t i o n a n d direction of E/I.

Providing two coats of painting with ready mix paint synthetic enamel paint over a coat of primer of approved shad and make over new wooden s u r f a c e a f t e r c l e a n i n g , removing dirt scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per b u i l d i n g s p e c i f i c a t i o n & 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 thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I.

Providing 2(two) coats of Painting with ready mixed paints of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding & taxes all complete as per building specification & direction of E/I.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

(A) Main Delievery IN Staff Quarter

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

Providing and supplying GI pipe (tata Mark) or Equivalent including all carrage , royality, CP & OHC 25mm dia

Supplying and fixing of G.M. ferrule of approved make in existing C.I. main including drilling and taping C.I. main all complete as per specification and direction of Engineer-in-Charge. (i) 3 mm, 6 mm, 10 mm dia ferrule weight not less 425 gms.

Providing and fixing Gun metal full way valve of approved quality, all complete, as per specification and direction of E/I. 25mm dia

Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. for 25 mm dia

(1) Elbow

(3) REDUCING SOCKET

(4) Nipple

(5)PLUGS

(6) UNION SOCKET

(7) SOCKET

Making long screw in G.I.pipe including supplying and fitting Jam nuts and extra socket etc. all complete as per specification and direction of E/I. 25mm dia

Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction or Engineer-in-Charge.(Pipes to be supplied departmentally free of cost).25mm dia

E a r t h w o r k i n f i l l i n g i n foundation trenches & plinth in layers not exceeding 150 mm thick well watered ,rammed ,fully compacted & fine dressed with earth obtained after cutting 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)

(B) Delievery IN Staff Quarter

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

Providing and supplying GI pipe (tata Mark) or Equivalent including all carrage , royality, CP & OHC

25mm dia

20mm dia

15mm dia

Supplying and fixing of G.M. ferrule of approved make in existing C.I. main including drilling and taping C.I. main all complete as per specification and direction of Engineer-in-Charge. (i) 3 mm, 6 mm, 10 mm dia ferrule weight not less 425 gms.

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

25mm dia

20 mm dia

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

(1) Elbow

25mm dia

20mm dia

15mm dia

(2) TEE 25mm dia

(3) REDUCING SOCKET 25 mm dia

(4) Nipple

25mm dia

20mm dia

15mm dia

(6) UNION SOCKET

25mm dia

20mm dia

15mm dia

(7) SOCKET

25mm dia

20mm dia

15mm dia

Making long screw in G.I.pipe including supplying and fitting Jam nuts and extra socket etc. all complete as per specification and direction of E/I. 25mm dia

20mm dia

Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction or Engineer-in-Charge.(Pipes to be supplied departmentally free of cost).25mm dia

Supplying labour and tools for fixing G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketted joints on wall, ceiling and floor including supplying and fitting 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 Engineer-in-Charge. (Pipe with socket to be supplied departmentally free of cost).

15mm dia

20mm dia

25mm dia

Providing and fixing 15mm dia male ended C.I.Body brass spindle valve and seat bib cock of approved quality (Wt. not less than 400gms.) with extra socket all complete as per specification and direction of E/I.

Cutting chajja or cornice for laying G.I. pipe and restoring the same with R.C.C.(1:2:4) brick work in cement mortar (1:4) and cement plaster(1:4) as per specification and direction of Engineer-in-Charge.

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

125mm thick wall

250mm thick wall

Polythene water storage tank of ISI mark (e.g. sintex / Sinter / Himgiri/Gangotri etc.) with cover and locking system Including carriage, CP, OHC & installation charge.

E a r t h w o r k i n f i l l i n g i n foundation trenches & plinth in layers not exceeding 150 mm thick well watered ,rammed ,fully compacted & fine dressed with earth obtained after cutting 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)

Construction of Septic & Soak Pit

E/W in excavation in foundation trenches in foundation trenches in ordinary soil (vide classification of soil item-B) & disposal of excavated earth obtained to a distance upto 50M including all lift leveling, rammimg the foundation trenches removing root of trees, shrubs all complete as per approved design.building specification and direction of E/I + Extra for earth work in hard soil as per approved design.building specification and direction of E/I

septic tank

soak pit

Extra depth

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.

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

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

Providing designation 75 A brick work in C.M. (1:6)in f o u n d a t i o n & p l i n t h w i t h approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints ,cost of screening ,materials ,scaffolding ,raking out joints to 15 mm depth curing ,taxes & royalty all complete as per building specification & direction of E/I

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing 25 mm thick water proof cement plaster (1:6) with clean coarse sand of F.M 2.5 to 3 including screening, curing with all leads and lift of water, scaffolding taxes & royalty all complete as per building specification & direction of E/I.

Providing 6 mm thick cement plaster (1:4) in ceiling with approved quality of 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 1.5mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I.

As per I.No … on 12 mm thick water proof cement plaster

Providing 12 mm thick cement plaster (1:6) with approved quality of clean coarse sand of F.M. 1.5 including screening . Curing with all leads & lifts of water ,scaffolding ,taxes royalty all complete as per b u i l d i n g s p e c i f i c a t i o n & direction of E/I.

Providing supplying & fixing of C.I. main holl cover size 500x450mm (wt not less than 25 kg) on septic tank etc. all complete as per direction of E/I.

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

Supplying materials and labours for construction inspection chamber of designation class 75-B bricks size 750mm deep, 600 mm x 450 mm internal dimension having 250 mm wall thickness in cement mortar (1:6) including 12 mm cement plaster (1:4) with punning on side and cement plaster (1:6) with 600 mm x 475 mm G.I. cover with frame (weight not less than 36 kg.) along with earht work in excavation and 80 mm thick PCC-(1:3:6) in foundation and refilling all complete as per specification and direction of E/I.

Sanitary Installation

Supplying, fitting and fixing vitreous white glazed earthen ware I.W.C. of parry Hindustan or any other I.S.S.approved make with 100mm H.C.I. ‘p’ trap 15 litres C.I. pull and let go flushing cistern of names or other I.S.S.equivalent make, complete with all fittings,C.I. or C. C.brackets 32mm alkathene/P.V.C. telescopic flush, pipe about 2 M long with one brass coupling and clamps G.I. chain and pull including supplying and fixing a pair of vitreous white glazed earthenware ware footrest to be fixed in floor 15mm C.I. body brass spindle stope cock of weight not less than 50grms, 15mm P.V.C. 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.

580 mm long with 12.5 lit. low level PVC cistern

Supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of Perry of Hindustan or any other iSS apprived make supported on painted C.I. or RS Brackets 32mm C.I. brass waste 15mm dia.C.I. body brass spindle stop cock of approved quality of weight not less than 350grams, 32mm P.V.C. waste pipe 750mm long with brass coupling at one end and making plumber joints etc. all complete as per specification and direction of E/I.

Supplying S.W.R.U.P.V.C. pipes of approved make

1) 110mm dia

3M double socket PVC/SWR Pipe - 4kg/ sqm

1219mm (4'-0) double socket PVC/SWR Pipe - 4kg/ sqm

609.6mm (2'-0) double socket PVC/SWR Pipe - 4kg/ sqm

2) 75mm dia

3M double socket PVC/SWR Pipe - 4kg/ sqm

1219mm (4'-0) double socket PVC/SWR Pipe - 4kg/ sqm

609.6mm (2'-0) double socket PVC/SWR Pipe - 4kg/ sqm

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

110mm dia

coupler

Door tee

Plain bend

Door bend

Door Y

Pipe clip

Vent cowl

Rubber ring

Door sOCKET

75mm dia

coupler

Door tee

Plain bend

Door bend

Door Y

Pipe clip

Rubber ring

Round jali 75mm

Nahani trap with jali 75mm

110mm x 75mm dia

P. trap (110X110mm)

Reducer (110X75mm)

1000 ML Solvent cement

Electrification Installation (Electricity work) for Staff Quarter

Wirirn g for light point /fan point/exhaust point/call bell point with 1.5 sq mm FR PVC insulated copper conducter single core cable in surface / recessesd PVC conduit with piano type switch, phenolic laminated sheet suitable size PVC /GI box etc.

Group B

Supplying and fixing suitable size GI/PVC box on surface or in recess with phenolic laminated sheet cover in front including providing and fixing 5 pin 5/6 amp socket outlet and 5/6 amps piano type swithch connection, painting etc. as required

Supplying and fixing suitable size GI/PVC box on surface or in recess with phenolic laminated sheet cover in front including providing and fixing 6 pin 15/16 amp socket outlet and 15/16 amps piano type swithch connection, painting etc. as required

Wiring for circuit/sub main wiring along with earth wire with the following size PVC insulated copper conducter single core cable in surface /recessed PVC conduit as required 2*2.5SQmm +1*2.5Sqmm earth wire

S/F 32 amp. hush type D.P switch including connection etc as required.

Wiring for light power plug with 2*4 sqmm FR PVC insulated copper conducter single core cable in surface/recessed PVC conduit along with 1 no. 4 sqmm FR PVC insulated cover conducter single core cable for loop earthing as required

S/F batten or angle holder complete including connection etc. as required

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

Supplying ,fitting and fixing 2 pin 5 amp ceiling rose on the existing junction box including connection as required

JSEB charges with meter

Supplying and fixing following way single pole neutral, sheet, MCB distribution board, 240 volts, on surface/recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing et. as required(But without MCB/RCCB/Isolator) 6way single door

Supplying and fixing 6 amps to 32 amps ratin, 240volts, B series miniature circuit breaker suitable for lighting and other loads of following poles in the existing MCB DB complete with connections testing and commissioning etc. as required.

S/F SPN RCCB: Supplying and fixing following rating double pole, (Single Phase and neutral) 240 volts residual current circuit breaker (RCCB) having a sensitivity current upto 300 milliamperes in the existing MCB DB Complete with connection testing and commissioning etc. as required. 16/25 amps

RAW WATER RISING MAIN

Providing & Supplying centrifugally ISI Mark Centrifugally cast (spun) ductile iron pipe of 100mm and above all diameter for water works with socket and spigot ends confirming to IS8329/2000 in standard working lengths of 4.5, 5.5 & 6 m suitable for classification K-9 suitable for push on joint (Rubber gasket D jointing) with cement mortar lining on inside surface and outside zinc and bituminous coating. Including all other taxes insurance carriage to work site with loading Unloading etc. Including inspection charges and all complete (Including carriage up to 260km).

Class K-9

Supplying labours, tools and tackles for testing of laid CI/UPVC/HDPE/ AC pressure pipes upto 60 m head of water all complete as per specification and direction of E/I 450mm

Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including ED, CST all taxes e t c . complete as per I.S. 9523 but excluding freight

450 mm dia (socketed with flandge)

Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle caps including all taxes transportation etc.complete. With including 10% CP with E.D

With byepass arrangement. Sluice valve PN 1.6

Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete

Kinetic Air Valve Flanged P.N. 1.6

100 mm dia.

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

Earthwork in excavation of foundation trenches as per designed section in ordinary or soft rock (vide classification of soil item C ) and disposel of excavated material so obtained (50 m awaty from the edge of the trenches ) with in initial lead of 150 m and initial lift of 1.5 M as per specification and direction of E/I.(in ordinary or soft rock where blasting is not required)

Extra for earthwork in all kinds of soil for each additional lift of 1m or part there of over the initial lift of 1.5m as per specification and direction of Engineer-in-Charge.

450mm Dia

Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) /D.I. pipe in 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 suppllied departmenatlly 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.

Class K-9

Labour charge for one cutting of DI / CI pipes and specials including supplying, necessary tools and plants, chipping or refilling the surface finish as per specification and direction of E/I

Class K-9

Supplying labour & tools for fixing Kinectic double orific type Air valve in trenches as per specification and direction of E/I. ( Air valve to be supplied departmentally free of cost).

100 mm dia.

Supplying Labour and tools for fixing cI sluice valve trenches with a pair of cI Tail pair including making) flanged joints as per I.S. specification, including flanged joints as per IS specification confirming to I.S.S. 782 – 1978 confirming to I.S.S. 6587 – 1972 and nuts and bolts confirming to I.S.S. 1364 – 1983). Including drilling holes in flanged if required as per specification and direction of E/I. (Sluice valve and pieces to be supplied departmentally free of cost).

350mm Dia

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

(a) Pucca road (except black top only taken out materials to be used) For cutting road as per requirement.

Approx 80% of Pucca Road

Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

Providing ,coarse clean sand in filling in foundation trenches/in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads & lift, including cost of all materials ,labour ,royalty & taxes all complete as per b u i l d i n g s p e c i f i c a t i o n & direction of E/I.

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

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

Providing, Fixing and supplying ISI mark CI D/F reflux valves (non-return valves) of following dia including all taxes (central and local), railway freight, inspection charges unloading from railway wagon, loading into truck, transportation upto departmental stores/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I(1984).

450mm (PN-1.6 with byepass arrangement.)

Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. (Rate for all class of valves)

450mm dia

Providing, Supplying and fixing of D/F DI Pressure Reducing Valve in pipe line including jointing etc. complete as per standard/ technical specification and direction of Engineer-in-Charge.

350mm dia

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

B/W Masonary Chamber for valve

Construction of B.W. masonry valve chamber

1.5m X1.2m X1.9m

Thrust Block

E / W i n e x c a v a t i o n i n foundation trenches in ordinary soil (vide classification of soil i t e m - A ) & d i s p o s a l o f excavated earth obtained to a distance up to 50 M including all lift leveling ,ramming the foundation trenches removing root of trees, shurbs all complete as per approved design building specification and direction of E/I.

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

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

CANAL CROSSING ( FOR 100M SPAN)

Earthwork in excavation of foundation trenches as per 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 toe of the dam base in the country side) with in initial lead of 150 m and initial lift of 1.5 M all lifts as per specification and direction of E/I.

Earthwork in excavation of cut off trenches as per designed section in soft rock or ordinary rock (vide classification of soil item C) with disposal of spoil (beyond 150 M away from the toe of dam but within 1 km with all lifts by truck including loading, unloading construction and maintanance of haul road etc. as per specification & direction of E/I. (soft rock where blasting is required and approved by the concerned Chief Engineer)

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

PCC or RCCM-200

Foundation

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure.

Providing Tor steel reinforcment of 8mm, dia rods as per approved design and drawing excluding carriage of bar to work site, cutting, bending,and binding with anneald wire with cost of wire removel of rust, placing the rods in position all complete as per building spesification and direction of E/I TMT Fe 500 (onlyvalid for SAIL & TATA Steel, JSPL, Electro Steel Ltd and Vizal Steel

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Dewatering the excavate d 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 i) The contractor at his request may allowed to start construction of masonary steining so as not to allow silting of well in oncoming mansoon and while paying masonary, 25% amount shall be withheld and released only when excavation to the full depth is completed. ii) Dewatering : Total dewatering charges are to be proposed in tender as lumpsum amount and 75% is payable for excavation and 25% is payable for construction of well / gallery. Out of 75% excavation breakup shall be as under. 25% for last 1 Mtr. Depth. 20% for 2 M depth which just above last 1 M depth. 15% for 2 M depth which just above last 3 M depth. 15% for the rest of depth from water table level The above conditions will restrict the tendancy of agencies to avoid deeping of wells etc. to the required depths.

Chair Block Where Required

CLEAR WATER RISING MAIN

Providing & Supplying centrifugally ISI Mark Centrifugally cast (spun) ductile iron pipe of 100mm and above all diameter for water works with socket and spigot ends confirming to IS8329/2000 in standard working lengths of 4.5, 5.5 & 6 m suitable for classification K-9 suitable for push on joint (Rubber gasket D jointing) with cement mortar lining on inside surface and outside zinc and bituminous coating. Including all other taxes insurance carriage to work site with loading Unloading etc. Including inspection charges and all complete (Including carriage up to 260km).

Class K-9

Supplying labours, tools and tackles for testing of laid CI/UPVC/HDPE/ AC pressure pipes upto 60 m head of water all complete as per specification and direction of E/I.

Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including ED, CST all taxes e t c . complete as per I.S. 9523 but excluding freight

200 to 300mm dia.

350 to 450mm dia.

Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle caps including all taxes transportation etc.complete. With including 10% CP with E.D

Sluice valve PN 1.6

Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete

100 mm Dia Air valve

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

Earthwork in excavation of foundation trenches as per designed section in ordinary or soft rock (vide classification of soil item C ) and disposel of excavated material so obtained (50 m awaty from the edge of the trenches ) with in initial lead of 150 m and initial lift of 1.5 M as per specification and direction of E/I.(in ordinary or soft rock where blasting is not required)

Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) /D.I. pipe in 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 suppllied departmenatlly 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.

Class K-9 with Rubber ring

Labour charge for one cutting of DI / CI pipes and specials including supplying, necessary tools and plants, chipping or refilling the surface finish as per specification and direction of E/I

Class K-9

Supplying labours, tools and tackles for testing of laid C.I. or U.P.V.C. or H.D.P.E. or A.C. pressure pipe upto 60metre head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmentally).

Class K-9

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

(a) Pucca Road (Except black top only taken out material to be used) for cutting road as per requirement. Approx. 40% of Pucca Road.

Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

40 % of total road cutting work

Providing ,coarse clean sand in filling in foundation trenches/in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads & lift, including cost of all materials ,labour ,royalty & taxes all complete as per b u i l d i n g s p e c i f i c a t i o n & direction of E/I.

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

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

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

(a) Pucca road (except black top only taken out materials to be used) For cutting road as per requirement.

Approx 80% of Pucca Road

Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

Providing ,coarse clean sand in filling in foundation trenches/in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads & lift, including cost of all materials ,labour ,royalty & taxes all complete as per b u i l d i n g s p e c i f i c a t i o n & direction of E/I.

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

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

Supplying labour & tools for fixing Kinectic double orific type Air valve in trenches as per specification and direction of E/I. ( Air valve to be supplied departmentally free of cost).

100mm dia

Supplying Labour and tools for fixing cI sluice valve trenches with a pair of cI Tail pair including making) flanged joints as per I.S. specification, including flanged joints as per IS specification confirming to I.S.S. 782 – 1978 confirming to I.S.S. 6587 – 1972 and nuts and bolts confirming to I.S.S. 1364 – 1983). Including drilling holes in flanged if required as per specification and direction of E/I. (Sluice valve and pieces to be supplied departmentally free of cost).

Providing Double Flanged Scour valve confirming for IS 2906/14846 including worm gear arrangements as per test pressure stainless steel spindle, caps including all taxes, transportation etc. complete. (PN-1 without byepass arrangement.) (Including 10% C.P. ) with E.D. ( Sluice valve and pieces to be supplied departmentally free of cost).

200mm dia

250mm dia

Supplying Labour and tools for fixing of DI scour valve trenches with a pair of CI Tail piece including making) lead caulked joints and flanged 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 bolts confirming to I.S.S. 1364-1983) including drilling holes in flanges if required as per specification and direction of E/I ( Sluice valve and pieces to be supplied departmentally free of cost).

200mm dia

250mm dia

Providing, Fixing and supplying ISI mark CI D/F reflux valves (non-return valves) of following dia including all taxes (central and local), railway freight, inspection charges unloading from railway wagon, loading into truck, transportation upto departmental stores/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I(1984).

450mm (PN-1.6 with byepass arrangement.)

Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. (Rate for all class of valves)

450mm dia

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

B/W Masonary Chamber for valve

Construction of B.W. masonry valve chamber

1.2m X 0.9m X 1.5m

Thrust Block

E / W i n e x c a v a t i o n i n foundation trenches in ordinary soil (vide classification of soil i t e m - A ) & d i s p o s a l o f excavated earth obtained to a distance up to 50 M including all lift leveling ,ramming the foundation trenches removing root of trees, shurbs all complete as per approved design building specification and direction of E/I.

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

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

DISTRIBUTION NETWORK

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

Add Extra for 5% for Socket

Earthwork in excavation of foundation trenches as per designed section in ordinary or soft rock (vide classification of soil item C ) and disposel of excavated material so obtained (50 m awaty from the edge of the trenches ) with in initial lead of 150 m and initial lift of 1.5 M as per specification and direction of E/I.(in ordinary or soft rock where blasting is not required)

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

Providing & Supplying centrifugally ISI Mark Centrifugally cast (spun) ductile iron pipe of 100mm and above all diameter for water works with socket and spigot ends confirming to IS8329/2000 in standard working lengths of 4.5, 5.5 & 6 m suitable for classification K-7 suitable for push on joint (Rubber gasket D jointing) with cement mortar lining on inside surface and outside zinc and bituminous coating. Including all other taxes insurance carriage to work site with loading Unloading etc. Including inspection charges and all complete (Including carriage up to 260km).

Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including ED, CST all taxes e t c . complete as per I.S. 9523 (Including 10% C.P and 5% OHC) as per item-4

100 to 300mm dia.

350 to 450mm dia.

Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) /D.I. pipe in 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 suppllied departmenatlly 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.

Supplying labours, tools and tackles for testing of laid C.I. or U.P.V.C. or H.D.P.E. or A.C. pressure pipe upto 60metre head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmentally).

Labour charge for one cutting of DI / CI pipes and specials including supplying, necessary tools and plants, chipping or refilling the surface finish as per specification and direction of E/I

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

(a) Pucca road (except black top only taken out materials to be used) For cutting road as per requirement.

Approx 40% of Pucca Road

Water bound macadam Road (taken out material will be used) for cutting road as per requirement and making good the same

Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

Providing ,coarse clean sand in filling in foundation trenches/in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads & lift, including cost of all materials ,labour ,royalty & taxes all complete as per b u i l d i n g s p e c i f i c a t i o n & direction of E/I.

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

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

Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle caps including all taxes transportation etc.complete. With including 10% CP with E.D

With bypass arrangements PN-1

Providing, installation, testing and commissioning of Bulk Flow Meter with removable mechanism class "B" confirming to ISO: 4064/1 including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipe line etc complete in all respect as per technical specification and as per direction of Engineer.

100mm dia

150mm dia

200mm dia

250mm dia

300mm dia

Bulk Water Meter Room including Carriage, Tax as dircted by E/I

Supplying Labour and tools for fixing cI sluice valve trenches with a pair of cI Tail pair including making) flanged joints as per I.S. specification, including flanged joints as per IS specification confirming to I.S.S. 782 – 1978 confirming to I.S.S. 6587 – 1972 and nuts and bolts confirming to I.S.S. 1364 – 1983). Including drilling holes in flanged if required as per specification and direction of E/I. (Sluice valve and pieces to be supplied departmentally free of cost).

Sluice Valve

Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete

a) Double Ball Flanged Type - PN -1.0

Supplying labour & tools for fixing C.I double acting Air valve in trenches as per specification and direction of E/I. ( Air valve to be supplied departmentally free of cost).

100mm dia

Providing Double Flanged Scour valve confirming for IS 2906/14846 including worm gear arrangements as per test pressure stainless steel spindle, caps including all taxes, transportation etc. complete. (PN-1 without byepass arrangement.) (Including 10% C.P. ) with E.D. ( Sluice valve and pieces to be supplied departmentally free of cost).

Supplying Labour and tools for fixing of DI scour valve trenches with a pair of CI Tail piece including making) lead caulked joints and flanged 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 bolts confirming to I.S.S. 1364-1983) including drilling holes in flanges if required as per specification and direction of E/I ( Sluice valve and pieces to be supplied departmentally free of cost).

Construction of B.W. masonry valve chamber as per enclosed annexure

1.2m X.9m X1.5m

For DI pipe Bedding

Providing ,coarse clean sand in filling in foundation trenches/in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads & lift, including cost of all materials ,labour ,royalty & taxes all complete as per b u i l d i n g s p e c i f i c a t i o n & direction of E/I.

Supplying transporting, the S.P. fire hydrants including duck foot bend, S.V. and S.V. road box, painting the hydrant,fixing the saddle piece, supplying, and laying required length of C.I. pipeline and jointing the same spun yarn, molten lead including caulking, fixing the S.V. road box in one brick masonry chamber in 1:5 C.M. with 12 mm thick 1:3 cement plaster both inside and outside on 1:3:6: C.C.150 mm thick etc, complete specified and directed. [As per I.S.900/1965 Revised

HOUSE SERVICE CONNECTION FOR 12509 NOS.

Earthwork in excavation (as per IS 3114/1965) for laying of different types and sizes of pipes so as to give one metre average cover over the socket of pipe with disposal of excavation earth within intial lead and lift as per specification and direction of E/I.(Soil B)

Providing and fixing of GM ferrule of approved make in existing distribution line including drilling and taping distribution pipeline all complete as per specification and direction of E/I.

3mm, 6mm ,10mmdia ferrule

Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC / CIPET (India) / DVGM / KIWA / SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, loading, as specified and directed, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete as specified and directed by E/I PN 16 (SDR 9)

20mm Dia

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

20mm dia and weight not less than 400gms

Providing & Supply of Compression fittings, PN16 rated in conformation to ISO:14236-2000 and shall be tested as per ISO:3459, ISO:3501 & ISO:3503, suitable for drinking water & approved by WRAS, UK/ KIWA etc, in food grade polypropylene and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete.

Metal adapter 20x1/2"

Female Adaptor 20x1/2"

Elbow 90 Degree 20mm dia

Coupling20x20 mm dia

Supplying tools and cutting road as well restoring the same as per specification and direction of E/I. (b) Water bound macadum road (taken out materials will be used) For cutting road as per requirement

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

Providing, installing and giving satisfactory field testing of Domestic water meter, horizontal inferential multijet type with magnetic drive and dry dial suitable for ambient 50º C Temperature duly sealed against tampering complete with couplings at both ends and conforming to class B as per IS 779/1994 (VI Revision) with ISI mark along with manufacturer's test certificate and guarantee certificate, including cost of all materials and labour. (15 mm Diameter GI Pipe)

Water METER BOX- with Weather resistant PE/ GRP box, press fitted Lid fixing & built-in or external lock.

Providing and Supply of Clamp saddle ( DI Strap Saddle ) for house Service connection from metal pipe distribution System. Mains shall be fastened strap type with treadead outlet for serive connection . Clamp saddle shall be elastomer coated ( Insulated) type for firm grip on pipe as well as protect the coating on pipe and to insulate the unidentical metals. The saddle shall be single strap type upto pipe size of NB 600 and service outlet 15mm, 20mm, & 25mm dia. Fasteners shall be threaded nut bolt washer type. The sealling between saddle and mains shall be obtained by using a profieled elastomer seal matching to the curvature of pipe. The seal shall be elastomer type, suitable for all potable water application. The material of constrution of body, straps, fastener etc. shall be of non-corrosive such as engineering plastic (PE/PP) or stainless steel or a combination of both (100NB x15mm,20mm,25mm)

ELEVATED SERVICE RESERVOIR

Designing (aestheticalyy) , and Constructing Rcc elevated Service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre of E.S.R having capacity above 500 m3 & not more than 6 m c/c of E.S.R having capacity 500 m3 including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting hoisting and jointing of pipe assembly of inlet, outlet wash out over flow and bypass aeeangement as per approved design. providing and fixing acessories such as ms ladder ct manhole frame and cover, water level indicator. lightning conductor GI pipes railing around walk way and top floor slab, providing spiral stair case from ground level to roof level ,M.S Grill Gate of 2 Mtrs height with locking arrangement , of approved design, BB , masonary chambers for all valves , ventilating shaft , providing and applying there coats of cement paint to the structure including roof slab and epoxy paint to internal surface & anti -terminate treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S code , Then Job to including painting the name of the Scheme and other details on the reservoir as per the direction of Engineer -in- charge .

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

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

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

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

Plain round mild steel bars grade-I confirming to I.S., 432

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

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

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

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

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

All condition given in the Member Secretary’s Circular No. MJP/TS - I / 350 / 1668 dt .

2.08.97 and MJP/S-I/350/2127 dt. 13.7.99 shall be strictly followed and additional cost is any due to these conditions is included in ratio mentioned below.

75%part rate shall be payable for reinforced concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given ; and till that work shall be treated as incomplete

The rates indicated in the table are excluding the cost of pipes, specials and valves required for in l e t , o u t l e t washout overflow and by - pass arrangement . The scope of work , however includes cost of erecting , laying and jointing of pipes and valves including cost of jointing materials upto 5M beyond outer face of outermost column.

For ESR upto 500 cum capacity C.I.D. double flanged pipes upto 300mm dia shall be provided and C.I. Specials shall be used . For ESR above 500 cum capacity C.I./M.S . pipes assembly with minimum 8 mm thickness upto 500mm dia and in min. 10mm above 500mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside.

Below mentioned rates are for foundation, with individuals footing with bearing capacity of 30 tonnes per square meter. For raft foundations , these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5M.T, per Sq.m and by 5% where SBC is more than 5MT/ Sqm. and upto 10 MT / Sq.m This percentage of 5% or 7.5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevant DSR Item

The rates shall be increase by 30% for bearing piles upto depth of 10m and for further increased in depth by 5M each it shall be increased by another 10% These rates are applicable where raft is not feasible for pile foundation sulphate resistant cement shall only be used . Single Pile for the column is not permitted Group of piles shall be designed with pile cap for each column of ESR.

These rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in the staging height as below

For 20m staging Height

12m to 16m = 4 x 2 = 8%

16m to 20m = 4 x 3 = 12%

Total = 20%

Conditions from Sr.No.1 to 10 shall form a part and parcel of the tender papers and must be included in the draft tender papers for works of R.C.C. E.S.R.

Conditions from Sr.No.11 to 16 are for estimation purpose only and shall not appear in the tender.

The design of the structure be in accordance with relevant (I.S. 3370 - 2000 or revised)

ESR-1 1200 KL STAGING HEIGHT 20.0 M (Zone-1)

ESR-2 1100 KL STAGING HEIGHT 20.0 M (Zone-1)

ESR-3 1000 KL STAGING HEIGHT 17.0 M (Zone-1)

BOUNDARY WALL / COMPOUND WALL (240 M LONG)

E / W i n e x c a v a t i o n i n foundation trenches in ordinary soil (vide classification of soil i t e m - A ) & d i s p o s a l o f excavated earth obtained to a distance up to 50 M including all lift leveling ,ramming the foundation trenches removing root of trees, shurbs all complete as per approved design building specification and direction of E/I.

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

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20, For solid slab super-structure.

Providing designation 75 A brick work in C.M. (1:6)in f o u n d a t i o n & p l i n t h w i t h approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints ,cost of screening ,materials ,scaffolding ,raking out joints to 15 mm depth curing ,taxes & royalty all complete as per building specification & direction of E/I

Providing 12 mm thick cement plaster (1:6) with approved quality of clean coarse sand of F.M. 1.5 including screening . Curing with all leads & lifts of water ,scaffolding ,taxes royalty all complete as per b u i l d i n g s p e c i f i c a t i o n & direction of E/I.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing all materials ,labors & d o i n g White washing three coat over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke & ash marks with jhama rubbing, scaffolding washing of floor sand taxes all complete as per building specification and direction of E/I.

Supplying Fitting and Fixing M.S. Grill gate made of 20*6 mm M.S. Flat fitted on 25mm *25 mm 6 mm M.S. angle frame as per approved design & drawing, properly fabricated with joints continuous fillet welded & finished smooth, providing necessary locking arrangements with Haskell including cost of fabrication & dummy duly fixed in C.C. 1:2:4) blocks of required size applying a red lead paints over steel works, taxes, carriage of grill to work site, as per the building specification & direction of E/I. ( w h e r e m a t e r i a l s is n o t supplied by the Dept.)

Grill Gate @ 63 kg per Sqm

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

Providing 2(two) coats of Painting with ready mixed paints of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding & taxes all complete as per building specification & direction of E/I.

ROAD CROSSING

Manufacturing providing and supplying spirally welded / ERW / SAW / Fabricated M.S. Pipes (Commercial Quality) including procurement of plates. Gas cutting to required size rolling, tack welding, assembling in suitable lengths to form pipes, welding on automatic welding machine and forming 'v' edge on both ends of pipe including all taxes, railway freight, insurance, unloading from 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).

A) For 400 mm dia DI pipe - 711 mm dia 10 mm thick MS pipe for Casing (1 Nos.) (23 M)

B) For 150 mm dia DI pipe - 457 mm dia 10 mm thick MS pipe for casing (3 Nos.) (23 M)

Pushing of M.S. pipe of following dia for road crossing and raiway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter below 3.0 m depth including lowering, laying, jointing of M.S. casting pipe including cost of labour, fuel and material, required welding machinery, tripod, chain pulley block, crane, blower,etc., transportation and dewatering etc. complete as directed by Engineer in charge but excluding cost of M.S. pipe.

a) 200 mm to 499 mm dia MS pipe

b) 500 mm to 1000 mm dia MS pipe

Providing and applying primer first coat of intertol 49 W emaline 05/ 58 pipe coat or any other equivalent approved paint to the internal surface of pipeline at site, etc. complete.

First Coat

Second Coat

Tree Plantation & Landscaping

Training and Awareness generation

Component of EMP

Air quality Monitoring

Noise / vibration

Water analysis

Soil analysis

Environment Monitoring Cost (Operation Stage)

Air quality Monitoring

Noise / vibration

Water analysis

Soil analysis

Carriage of Materials

Brick upto 10 km

Steel upto 5 km

Sand upto 10 KM

Stone Chips upto 10 KM

Cement Upto 5 KM

Operation and Maintenance for 5 years

Operation and Maintenance for 1st Year

Operation and Maintenance for 2nd Year

Operation and Maintenance for 3rd Year

Operation and Maintenance for 4th Year

Operation and Maintenance for 5th Year

SSCC CONSTRUCTIONS PRIVATE LIMITED