C/O LWSS Nadaun Town (24x7) in Tehsil Nadaun Distt. Hamirpur

Amount

CIVIL WORK

Pump House:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) Construction of RCC framed pump house 5.5 mtrs height , including Gantry system of Pump Houses at following Locations including all allied Civil Works, internal & external Electrical work wiring, Sanitay work, excavation in foundation in all kinds of soils, c/o Toilets, c/o Septic Tanks of capacity for required users, including cost of site development required as per site condition,internal and, external landscaping, dewatering including P/F/5 Tonne Gantry alongwith MS rail along longitudinal wall of approved ISI make electrically operated alongwith all allied accessories and painting with asian apex ultima with priming coat and wall putty and fire fighting system complete as directed by engineer in charge. (Ref data sheet No. 2 & 3 for further details.). The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department. ( Data Sheet No 4 )

Pump House at Kohla

Sector Reserviors:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6) in foundation and M:30 design mix in bottom slab/raft ,walls and beams. And RCC (1:1.5:3) in roof slab/dome with provision of inspection path around the dome with all alied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside, CI cowl type ventilator, SFRC manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code. The cost of valves,bulk meter/ flow meter shall be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. ( Data Sheet No. 7 ) Dia of piping arrangement :- Inlet pipe = As per site requirement Outlet pipe = As per site requirement Scour pipe = Not less than 150mm dia G.I. pipe.

C/o Storage Reservoirs at "Point 1" at Existing tanks (Data sheet No 5)

C/o Storage Reservoirs at "Point 2" at Bhatra (Data sheet No 5)

C/o Storage Reservoirs at "Point 4" at Ward No.7 (Data sheet No 5)

C/o Buffer Storage Reservoirs at "Kohla " (Data sheet No 5)

Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) "Construction of RCC in M-30 design mix not less then 1:1.5:3 over head sector storage tanks. Capacity with 10.00 mtrs. Staging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to tank including bends of required degrees,valves of required size conforming to relevant codes RCC Sprial 1.0 wide stair case including MS pipe railing as per IS specification, steel ladder 45 cms. wide of usual height as per site requirement , SFRC manhole cover ( medium duty) of 500mm dia with frame having locking arrangement for manhole cover and ventilator at top dome with minimum opening of 90x90cms. water level indicator including floats and measuring gauge, lightening conductor with earthing arrangement etc.The RCC over head reservoir shall include randering/plastering of the uneven expose surface, two coats of snowcem paint and any other component requuired for the completion of the job to the entire satisfaction of Engineer-in-Charge. The offers shall also include detailed soil test report structural drawing/ design calcualtions to be approved by the competent authority based on the raft foundation by taking seismic forces in the design calculation expension joints as required at site. The offer shall also inclcude the cost of providing and fixing of GMS / MS pipes, and valves/ fittings complete including duck foot bends, puddle collars, expansion joints etc. connecting with rising main & distribution main with required length from the edge of foundation and any other components required for the completion of job upto the entire satisfaction of the Engineer-in-Charge. ( Data Sheet No. 6 Dia of piping arrangement :- Inlet pipe = As per site requirement Outlet pipe = As per site requirement Scour pipe = Not less than 150mm dia G.I. pipe.

C/o Sector storage. Tank at "Point 3 Ward No.3" ( With 18 mtr stagg. Height) ( Data Sheet No. 6 )

Anchor Block for 1st stage Rising Mains

Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.

Providing and laying cement concrete 1:3:6 (1Cement:3sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor two level. a) Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses,plinth & string courses and the like.

Providing and laying cement concrete 1:2:4 (1 Cement : 2 sand : 4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts

Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level.

Provision for C/o Boundary Wall & Panel Fencing around the Storage Tanks at various Locations

Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft / hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge.

Providing and laying cement concrete 1:5:10 (1Cement:5sand:10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts

Providing and laying cement concrete 1:3:6 (1Cement:3sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts

Brick work using common burnt clay building bricks in superstructure above G.L. to 1st floor level in cement mortar 1:4 ( 1Cement : 4 Sand ) of 2nd class bricks complete in all respect with in all leads and lifts.

Providing form work with steel plates 3.15mm so as to give a fair finish including centring, shuttering, strutting & propping etc. with wooden battens & ballies, height of propping & centring below supporting floor to ceiling not exceeding 4 mtrs.& removal of the same for insitu reinforced concrete & plain concrete work in

In vertical surfaces such as walls and columns

Manufacturing & Supplying of Fencing Panel of Size 1.80x1.20 Mtr. Of Jali 25x25mm mesh welded with MS Black Tube 32mm dia of 14 Gauge with M.S.Flat cover 20x3mm,welded all around the pipe panel on both sides and Providing M.S. hold fast 7 Nos. made of M.S. Flat 32x5mm including cutting, welding ,painting with red oxide paint complete in all respect and as per the direction of the Engineer in Charge.

20mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1cement:6sand) with in all leads and lifts.

Finishing wall with water proofing cement paint or approved brand and manufacture and of required shade on undecorated wall surface two coat to give an even shade after throughly brushing. The surface to removal all dirt, dust and removing of loose material.

Steel work welded in built up sections trusses and framed work, including cutting hoisting fixing in position and applying a priming coat of red lead paint in gratings framed guard, bars, ladders railling, brackets and similar work. (L.S. for Gate)

Provision for Approach Road to Pump Houses & Head Works at Kohla 150 Mtr.

Excavation in foundation , trenches etc. in earth work lift upto 1.50 mtrs. Stacking the excavated soil not more than 3 mtrs. Clear from the edge of excavation and than returing the stacked soil in 15cm layers, when required into plinth, sides of foundation etc. Consolidationg each deposited ayer by ramming and watering and then disposing of all surplus excavated earth directed within all lead & lift In pick work and jumper work 50% each.

Providing and laying cement concrete 1:5:10 ( 1 cement: 5 approved sand : 10 approved graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain.

a) Vertical , surfaces such as walls (any thichness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like circular or curved in plan.

Providing and laying cement concrete 1:2:4 ( 1 cement:2 approved sand :4 approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:

a) Foundation , foootings base of columns and the like and mass concrete.

Boulder filling under floors complete in all respect.

Provision for Paver Block in Pump House at Kohla

Excavation in foundation , trenches etc. in earth work lift upto 1.50 mtrs. Stacking the excavated soil not more than 3 mtrs. Clear from the edge of excavation and than returing the stacked soil in 15cm layers, when required into plinth, sides of foundation etc. Consolidationg each deposited ayer by ramming and watering and then disposing of all surplus excavated earth directed within all lead & lifts

Stone Boulder filling under floors with in all leads and lifts as per direction of the Engineer in Charge complete in all respect

Providing and laying cement concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in Foundation & Plinth

Prov. & laying heavy duty precast cement concrete inter locking paver blocks vibro compacted upto M-50 grade including border or kurb block grey or coloured over sub base of concrete with 25 mm thick average thickness of cement mortor 1:4(1cement :4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks including curing rubbing and polishing complete(sub base concrete floor to paid for separately) complete in all respect. 60mm thick precast interlocking blocks.

Provision for C/O Sump well for Dewatering of Pump House( Cap.10000 Liter)

Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc.,consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge.

Providing & laying cement concrete 1:3:6 (1cement : 3 sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth.

Providing & laying cement concrete1using concrete mix of " M - 30 "(not less than 1:1.5:3)1 cement,1.5 sand,3 with stone aggregate 20 mm & down guage nominal size & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :-

(i) Foundation,footing,bases of columns and the like & mass concrete.

(ii) Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level

Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :-

Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters,buttresses,plinth & string courses & the like.

Prov.in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand )

Providing Tor steel reinforcement for RCC work i/c bending,binding & placing complete upto floor two level.

Finishing wall with water proofing cement paint or approved brand and manufacture and of required shade on undecorated wall surface two coat to give an even shade after throughly brushing. The surface to removal all dirt, dust and removing of loose material.

Raw Water Pumping Machinery

Providing and erection of 2 Nos. submersible Raw water pump sets of KSB/Kirloskar/Calama/Johanson/Sabar/BS/Oswal/Crompton/any other approved make of JSV comprising to latest relevant BIS Code. The pump should have C.I. impeller of suitable alloys as per BIS 5659-1979 with latest amendments (if any) suitable for raw water with turbidity upto 10000 PPM having water lubricated bearing bush and stainless steel shaft with stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor of 3 star rating (water proof type) of required HP, RPM 2900 conforming to BIS 9283-1979 latest with up to date amendments, totally dust and water proof for submersible duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated to with stand long vertical loads with minimum wear and tear. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump should include water level guards, erection clamps, cable clips and depth gauge with upto date amendments. It should include cost of bearing nuts bolts and painting etc. The pumping machinery shall be installed and anchored properly. All electrical equipments such as Starter, ICTP switches, MCB/MCCB, Bush bar chamber, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete involving all wear and tear at the time of erection and testing The work should be completed to the entire satisfaction to the Engineer-in – Charge. The rates shall be for complete Job to run the machinery in proper working. and should meet with the requirements. For detailed design parameters/ requirements are given in (Data sheet No. 1) .

10.00 LPS with Head of 15.00 m - 5 HP For dewatering of WTP Campus from sump well 2 No. Set i/e 1 Working & 1 Stand By (2X5HP)

P/L 1st stage Rising Mains for Nadaun Town (Data sheet No 3)

Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning the usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge.

Providing, laying, jointing and testing GMS pipes flanged/Butt welded pipes including cost of bends complete as per IS:1239-2004 ( Part-I) , as per dimensions, weights and test pressure mentioned below in a random length of 4 to 7 meters. the butt welded joints 99 % & MS flanges 1% are to be provided as per table given below conforming to IS-6392-1971 (latest with up to date amendments) and welding of M.S flanges as per IS:816-1965 with electrode as per IS:814-1991 including required number and size of M.S nuts and bolts as per IS:1369-1967 & compressed asbestos fibre gasket sheet not less than 3 mm in thickness as per IS:2712-1998. The welding of flanges to be done on both faces in three layers to make the joint leak proof and to the entire satisfaction of the Engineer-in-Charge. The laying of pipes confirming to IS:5822- as per CPHEEO manual and will includeall such as cutting,welding and jointing including cleaning and hydraulic testing compllete in all respect and to the entire satisfaction of the Engineer-in-Charge.(Earth work in trenches ,butt welded joints & flanges joints to be measured & paid for seperately) (P.E)

1st Stage from WTP to Main Tank at Nagarada

65 mm dia GMS(H) (4.50)

Providing, Laying jointing and testing in trenches (to level or grade) of GMSERW pipes 99% butt welded and 1% flanged jointng including cost of bends of below mentioned diametre conforming to IS 3183-2012 of steel grade or A,L-290 or X42 and wall thickness as specified, suitable to withstand required hydraulic test pressure including fixing of required number of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. complete in all respects to the entire satisfation of Engineer-in-Charge. The laying of pipes shall conform to IS 5822-1994 as well as CPHEEO manual and will include all operations such as jointing including flushing, cleaning and hydrauliic testing complete in all respects to the entire satisfation of Enginner in Charge including entire carrirage of materials in all leads and lifts. ((Earth work in trenches , i.e. flanged and butt welded joints will be measured and paid for separately.) The pipe shall be zinc coated on innter & outer face as per IS:4736-1986 with upto date ammendments.

1st Stage from WTP to Main Tank at Bhatra

200 mm dia GMSERW Pipe L 290 or X42 (4.80)

Providing and welding MS flanges @1% of total joint conforming to following tables as per IS 6392-1971 (Last with upto date amendments) with plan end G.I/MSERW pipe in three (One inner and two outer) number of layers on both faces to make the joint leak proof (The cost of providing and laying of GI pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00 mm conforming to IS 2712-1998. The work shall be done tothe entire satisfaction of engineer in charge within all leads and lifts

1st Stage from WTP to Main Tank at Bhatra

200 mm dia GMSERW Pipe L 290 or X420/0 to 2500 (FT-17)

1st Stage from WTP to Main Tank at Nagarada

65 mm dia GMS(H)0/0 to1000 (FT-28)

65 mm dia GMS(H)1000 to2000 (FT-17)

65 mm dia GMS(H)2000 to2500 (FT-17)

Providing Circumferencial Butt welded joints by electrical welding of following dia GMSERW/GI pipe, welded in requsite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.30mm of Advani Oerlikon (Adore) CITOJETE/ESAB make conforming to IS 814-1991, at site of work complete in all respects, including manual/machanical handling of pipes in all leads and lifts with die penetrtion test to the entire satisfaction of Engineer in charge.

1st Stage from WTP to Main Tank at Bhatra 200 mm dia GMSERW Pipe L 290 or X42

1st Stage from WTP to Main Tank at Nagarada 65 mm dia GMS(H)

Providing double flanged Cast Steel Reflux valve of follwing dia and class of Leader/ Kirloskar make for Rising main and capable of with standing following normal seat pressure of 52 Kg/cm2 conforming to BS:1868/API-600 or latest ammendments.

i) 200 mm dia. :-Class ASA- 300

ii)65 mm dia. :-Class ASA- 300

PROVIDING & FIXING OF CAST IRON AIR VALVE SINGLE BALL TYPE OF KIRLOSKAR/LEADER MAKE HAVING TEST PRESSURE OF 11.22 KG/CM 2 CONFORMING TO BS :1452-90 COMPLETE IN ALL RESPECT.

25 mm dia

40mm dia

Provision for Detailed Survey,design & Drawing

Submersible Pumping machinery

Supply of submersible pumping set of KSB /Calama /Johnston /Crompton/ BS/ SABAR / Oswal /Kirloskar make conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with bronze impeller or suitable alloys suitable for handling Clear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor of 3 star rating (water proof type) of required HP & 2900/1450rpm of reputed make conforming to BIS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. The Power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+)10% and -115% of the duty point head. The starting curren of the motor shall be limited to not more then 4.5 to 5 times of full load curred. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps , cable clips and depth gauge ,Sluice valves,NRV, common header & Actuated valves etc.including errection charges ( Data Sheet No.7)

30 HP Heavy Duty VFD panel of Dantos/ABB/Siemens or Equivalent with Electronic Programmable Byepass System for the Percolation well Suitable for seamless integration to the Advance cloud One VFD Panel for one Pump for each Percolation well 2 Main +2 Standby configuration

Fully Wired Automation panel consisting of Advance Smart Controller to control and Monitor all precess of the pump house,program the required interlock suitable for seamless integration to the Advance Cloud

Non Contact,High Frequancy,High Accuracy level RADAR for Percolation Well

Fully Program Linux Based Online Router for cloud connectivity Data Transfer via MQTT/JSON Protocol.

17.61 LPS with Head of 69.39 m - 30.00 HP ( 2 No. Set i/e 1 Working & 1 Stand By ) P/Well-1 (2X30)

17.61 LPS with Head of 62.16 m - 30.00 HP ( 2 No. Set i/e 1 Working & 1 Stand By ) P/Well-2 (2X30)

PUMPING MACHINERY CENTRIFUGAL:- Supply ,Installation ,Testing & Commissioning of enrgy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar /Beaconweir confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 and ISO 9906 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze with 2.5% Nickel impellers, priming funnels of dia 405mm casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrome plated with cast iron casing or as per manufacturer specification relevent to the technical parameters of NIT coupled directly through a flexible coupling on a Common MS base plate to squirrel cage induction motor TEFC type energy efficient minimum IE2 compliance conforming to IS:- 12615-2018 with upto date ammendments of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/ ABB/Marathon and suitable for operation on LT, 50 cycles/second 3 phase AC electric supply. The pump set should include water level guards, erection clamps , cables , depth gauge, double loop earthing, NRV, common header,Sluice valves and actuated valves of approved class including errection charges etc. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. ( Data Sheet No.2)

Pump House to Nadaun Town Rising Main : 100 HP Heavy Duty VFD Panel of Danfoss/ABB/Siemens or Equivalent with Electronic Programmable Byepass System for the Lift Scheme. Suitable for Seamless Integration to the Advance Cloud 1 Running and 1 Standby Configuration

Pump House to Ward No 7 Rising Main : 15 HP Heavy Duty VFD Panel of Danfoss/ABB/Siemens or Equivalent with Electronic Programmable Byepass System for the Lift Scheme. Suitable for Seamless Integration to the Advance Cloud . 1 Running and 1 Standby Configuration

Fully Wired Automation Panel consisting of Advance Smart Controller to Control and Monitor all process of the Pump House , Program the required Interlocks . Fully Programmable SCADA System with Local Data Logging , Cloud Connectivity , MQTT Protocol , Customised Reporting and Emailing Package. Centralised SCADA should have In Built IOT MQTT Protocol with Unlimited Tags and All Open Protocols for Field Communication . The SCADA Shall be communicating to Remote Devices and Stations Via Advance Cloud System . The SCADA System should be capable of Storing the Historical Data in a Standard RDBMS and should be providing Real Time Data Analytics , Historical Reports & Trends , Alarms as per the Requirement of Engineering In Charge of Jal Shakti Department

Non Contact , High Frequency , High Accuracy Level RADAR for Clear Water Tank

Industrial Grade PC with UPS for the Installation of the SCADA , Core i5 Processor , 16 GB RAM , MS Windows 10 Pro , MS Office , MS SQL Database , LAN & Wifi Interface , 3 Years Support

Industrial Grade Monitor suitable for Interface with the PC . Size 32in , Fully Edge to Edge

Laser Jet Printer A4 Size for Taking the Prints of the Reports . HP/Samsung

Fully Programmable , Linux Based Online Router for Cloud Connectivity. Data Transfer via MQTT/JSON Protocol

32.37 LPS with Head of 111.96 m - 2x100 HP ( 2 Nos. Set i/e 1 Nos. Working & 1 No. Stand B) ( Pump House 1st Stage at Kohla for Nadaun town) (2X100HP)

2.98 LPS with Head of 161.87 m - 2x15 HP ( 2 Nos. Set i/e 1 Nos. Working & 1 No. Stand By ) ( Pump House 1st Stage at Kohla for Nagarda Ward No.7) (2X15 HP)

P/L Gravity Mains for Nadaun Town

Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning the usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge.

Providing, laying, jointing and testing GMS pipes flanged/Butt welded pipes including cost of bends complete as per IS:1239-2004 ( Part-I) , as per dimensions, weights and test pressure mentioned below in a random length of 4 to 7 meters. the butt welded joints 99 % & MS flanges 1% are to be provided as per table given below conforming to IS-6392-1971 (latest with up to date amendments) and welding of M.S flanges as per IS:816-1965 with electrode as per IS:814-1991 including required number and size of M.S nuts and bolts as per IS:1369-1967 & compressed asbestos fibre gasket sheet not less than 3 mm in thickness as per IS:2712-1998. The welding of flanges to be done on both faces in three layers to make the joint leak proof and to the entire satisfaction of the Engineer-in-Charge. The laying of pipes confirming to IS:5822- as per CPHEEO manual and will includeall such as cutting,welding and jointing including cleaning and hydraulic testing compllete in all respect and to the entire satisfaction of the Engineer-in-Charge.(Earth work in trenches , (flanged joints of butt wleded ) joints to be measured & paid for seperately) (P.E)

150 mm G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class

100 mm G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class

Providing and welding MS flanges @1% of total joint conforming to following tables as per IS 6392-1971 (Last with upto date amendments) with plan end G.I pipe in three (One inner and two outer) number of layers on both faces to make the joint leak proof (The cost of providing and laying of GI pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00 mm conforming to IS 2712-1998. The work shall be done tothe entire satisfaction of engineer in charge within all leads and lifts

150 mm G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (FT-5)

100 mm G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class (FT-5)

Providing Circumferencial Butt welded joints by electrical welding of following dia GMSERW/GI pipe, welded in requsite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.30mm of Advani Oerlikon (Adore) CITOJETE/ESAB make conforming to IS 814-1991, at site of work complete in all respects, including manual/machanical handling of pipes in all leads and lifts with die penetrtion test to the entire satisfaction of Engineer in charge.

150 mm G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class

100 mm G.M.S. Pipes as per IS : 1239:2004 (Part-I) Medium Class

P/L Distribution System for Nadaun Town & P/F All types of Valves & Water Meter

P/L Distribution System for Nadaun Town

Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning the usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge.

Providing, laying, jointing and testing GMS pipes flanged/Butt welded pipes including cost of bends complete as per IS:1239-2004 ( Part-I) , as per dimensions, weights and test pressure mentioned below in a random length of 4 to 7 meters. the butt welded joints 99 % & MS flanges 1% are to be provided as per table given below conforming to IS-6392-1971 (latest with up to date amendments) and welding of M.S flanges as per IS:816-1965 with electrode as per IS:814-1991 including required number and size of M.S nuts and bolts as per IS:1369-1967 & compressed asbestos fibre gasket sheet not less than 3 mm in thickness as per IS:2712-1998. The welding of flanges to be done on both faces in three layers to make the joint leak proof and to the entire satisfaction of the Engineer-in-Charge. The laying of pipes confirming to IS:5822- as per CPHEEO manual and will includeall such as cutting,welding and jointing including cleaning and hydraulic testing compllete in all respect and to the entire satisfaction of the Engineer-in-Charge.(Earth work in trenches (flanges of butt wleded ) joints to be measured & paid for seperately) (P.E)

80 mm Dia GI (MC)

100 mm Dia GI (MC)

125 mm Dia GI (MC)

150 mm Dia GI (MC)

Providing, Laying jointing and testing in trenches (to level or grade) of GMSERW pipes 99% butt welded and 1% flanged jointng including cost of bends of below mentioned diametre conforming to IS 3183-2007 of steel grade L-210 or A and wall thickness as specified, suitable to withstand required hydraulic test pressure including fixing of required number of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. complete in all respects to the entire satisfation of Engineer-in-Charge. The laying of pipes shall conform to IS 5822-1994 as well as CPHEEO manual and will include all operations such as jointing including flushing, cleaning and hydrauliic testing complete in all respects to the entire satisfation of Enginner in Charge including entire carrirage of materials in all leads and lifts. ((Earth work in trenches, flanged joints and butt welded joints to be measured and paid for separately.) The pipe shall be zinc coated on innter & outer face as per IS:4736-1986 with upto date ammendments.

200 mm Dia MSERW (4.8 mm thick)

250 mm Dia MSERW (4.8 mm thick)

Providing and welding MS flanges @1% of total joint conforming to following tables as per IS 6392-1971 (Last with upto date amendments) with plan end G.I pipe in three (One inner and two outer) number of layers on both faces to make the joint leak proof (The cost of providing and laying of GI pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00 mm conforming to IS 2712-1998. The work shall be done tothe entire satisfaction of engineer in charge within all leads and lifts

80 mm Dia GI (FT-5)

100 mm Dia GI (FT-5)

125 mm Dia GI (FT-5)

150 mm Dia GI (FT-5)

200 mm Dia MSERW (FT-5)

250 mm Dia MSERW (FT-5)

Providing Circumferencial Butt welded joints by electrical welding of following dia GMSERW/GI pipe, welded in requsite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.30mm of Advani Oerlikon (Adore) CITOJETE/ESAB make conforming to IS 814-1991, at site of work complete in all respects, including manual/machanical handling of pipes in all leads and lifts with die penetrtion test to the entire satisfaction of Engineer in charge.

80 mm Dia GI

100 mm Dia GI

125 mm Dia GI

150 mm Dia GI

200 mm Dia MSERW

250 mm Dia MSERW

P/F All types of Valves & Water Meter

Providing, Suppying, fixing direct sealing diaphragm Electronically flow control valves with inbuilt hydraulic controller of same make, communication, data logger, standby battery. With inbuilt communication the controller can send the data directly to the SCADA system over OPC/UA protocol. No Y/Oblique pattern valves are allowed. A compressing spring at the top side of the diaphragm is essential to a reliable closure. No separate RTU or Communication modem should be required to send the data to SCADA system of flow/presure/level etc. for Flow Control Valves. MOC- IP65 Solenoids PN 16 (MOC DI),Tubing - High Pressure Polypropylene, Connection fittings - Brass, Pilot- Brass, Bolts- Coated steel. The valve should be capable of performaing combination of flow, pressure, level control without requiring any modification based on time basis or pre-set points. The controller size must not exceed 0.5 m X 0.5m. The battery for the control should be sufficient for 4 weeks without needing any external power. The battery life should be designed for 5 years

100 mm dia

Transmission Mains

Distribution

150 mm dia

Transmission Mains

Distribution

200 mm dia

Transmission Mains

Providing, Suppying, fixing direct sealing diaphragm Electronically Pressure reducing valves with inbuilt hydraulic controller of same make, communication, data logger, standby battery. With inbuilt communication the controller can send the data directly to the SCADA system over OPC/UA protocol. No Y/Oblique pattern valves are allowed. A compressing spring at the top side of the diaphragm is essential to a reliable closure. No separate RTU or Communication modem should be required to send the data to SCADA system of flow/presure/level etc. Series 100 - Electronically controlled Valve with Controller Unit - IP65 Solenoids PN 16 (MOC DI), Tubing - High Pressure Polypropylene, Connection fittings - Brass, Pilot- Brass, Bolts- Coated steel.The valve should be capable of performaing combination of flow, pressure, level control without requiring any modification based on time basis or pre-set points. The controller size must not exceed 0.5 m X 0.5m. The battery for the control should be sufficient for 4 weeks without needing any external power. The batter life should be designed for 5 years.

100 mm dia

Distribution

150 mm dia

Transmission Mains

Pure Water Gravity Main

Distribution

250 mm dia

Distribution

Providing & fixing C.I flanged sluice valve as per IS 14846/2000 of nominal pressure and designation PN -1.6 with cap :Leader Make for Isolation Valve

100 mm dia

Transmission Mains

Distribution

150 mm dia

Transmission Mains

Distribution

200 mm dia

Transmission Mains

Distribution

Providing & fixing C.I flanged sluice valve as per IS 14846/2000 of nominal pressure and designation PN -1.6 with cap :Leader Make for Scour Valve

80 mm dia

Transmission Mains

100 mm dia

Transmission Mains

150 mm dia

Transmission Mains

PROVIDING & FIXING OF CAST IRON AIR VALVE OF LEADER MAKE HAVING TEST PRESSURE OF 11.22 KG/CM 2 CONFORMING TO BS :1452-90 COMPLETE IN ALL RESPECT. PN1.6 AIR VALVE

25 mm dia

50 mm dia

Designing, Supplying, Installing, commissioning & testing of pressure transmitter CE markd with following technical parameters Interfacing with PLC panel including Mounting arrangement. Output 4-20 mA, Power supply - 24V DC ext. Display - 4" LED, Accuracy - +/- 0.1 % of full scale or better Enclosure- IP 67

AMR Bulk Meters Providing,installing testing and commissioning of in line battery operated ultrasonic bulk type water meters ISO 4064 with built in data logger and GSM/GPRS modem for transfer of data communication to remote central computer as per working on following conditions and specifications.The meter shall be suitable for 50oC and provided with IP 68 protection class with complete immersion of water.The meter shall have battery life of min.10 years should be able to detect the reverse flow. volume and tampering.The accuracy of the meter shall be +/- 1 % of measured value including 36 months guarantee etc complete.( With Simcard and its charges,valid for 36 months)

AMR Domestic Meters Providing, installing and giving satisfactory field testing of domestic battery operated AMR water meters with no measurement of air along with manufacturing test certificate and guarantee certificate with battery life of minimum 10 years with GSM / RF technology for communication to server with PC software including 36 months guarantee, etc. complete.

General Specifications

1. Meter should be battery operated with no moving parts, low pressure loss, dry type as per ISO 4064/OIML R49 and certification as per FCRI / MID.

2. Display : 9 digits LCD

3. Enclusure : Protection class IP 68

4. Temperature : Ambient 50 deg.C

5. Pressure : PN-16

6. Power Supply : 3.6 lithium battery with minimum life of 10 years

7. Memory buili-in and should have storage for atleast 12 months with daily / monthly accumulated totalised data with time and date should be available. It should be able to access memory of the meter through serial communication

8. End connections : Screwed upto 40 mm

9. Installation : should be able to install in any orientation

15 MM AMR Domestic Meters

20 MM AMR Domestic Meters

Constructing chamber for sluice valve, with ci surface box 100 mm top diameter,160 mm bottom dia.&180 mm deep (inside) with chained lid & rcc top slab 1:2:4 mix (1cement:2sand :4 graded stone aggregate 20 mm nominal size) 100 mm thick foundation concrete 1:5:10 (1cement:5sand:10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement including curing complete :- 600 mm x 600 mm x 750 mm inside size (with 150 mm thick walls of rcc 1:2:4 (1cement:2sand:4 graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways)

Miscellaneous Work

Automation,Gaseous Chlorination,UV and etc

Provision and installation of flow measurement devices to be installed at discharge point of the PW's, Main Tanks Service storage tank,Rising Main,Gravity Main and Distribution mains upto water meters with appropriate sensors along-with the provision with the required data transmission system to central station for analysis with appropriate power backup system i/c SCADA System complete in all respect.) ( Data Sheet No.9 )

Provision for auto gaseous chalorination and UV System complete in all respect for Nadaun town Data sheet 8 & 8 a

Providing 1 Nos.(Bolero Camper) Coupe Utility with a passenger compartment at the front

Fire Hydrants at various locations

Excavation in foundation trenches etc. in all kinds of soil such as pick work,jumper work ,blasting hard or soft rock,by chieselling where the blasting work is and saturated soil including pumping or bailing out water with in all heights stacking the excavated soil with in all leads clear from the edge of excavation and then returning the stacked soil in 15 cms. layers when required in to plinths,sides of foundations consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per thedirection of Engineer-in-charge with in all leads and lifts complete in all respect.

Providing Laying , Jointing and testing of G.M.S.tube 100 mm( Medium class) tube fitting of various dia

Providing & fixing Sluice valve 100 mm dia for outlet and scour arrangement etc, complet in all respect with in all leads and lifts.

Providing & fixing Fire hydrant with all alliued accessries complete in all respect with in all leads and lifts.

S.k.sharma contractor and engineer

SS RANA CONSTRUCTION PRIVATE LIMITED