Providing sewerage scheme to Heritage village Garli and Pragpur in tehsil Pragpur District Kangra (HP)

Amount

Construction of Sewage Treatment Plant of 0.325 MLD capacity based on natural treatment in the shape of constructed wetland, including evolving of hydraulic & structural designs & drawings, planning, testing and commissioning of treatment facility. The Sewage Treatment Plant should be capable of treating domestic raw sewage for reuse of irrigation purpose having characteristics of BOD =350 mg/litre & suspended Solids =650 mg/litre and the characteristics of treated /disposable effluent should comply with the standards as per the norms of H.P. State Pollution Control Board i.e. PH = 6.5- 9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 50 mg /litre, Faecal Coliform (MPN /1000 ml) <100, N - Total N ≤ 10 mg/litre, NH4 - N ≤ 5 mg/litre. The scope of work includes construction of Inlet Chamber , Screen Channel with automatic reciprocating type screens, Grit Channel , Distribution Box , Anoxic Reactor, Moving bed bio film Reactor (MBBR) with retrievable type diffusers, tube settlers,, constructed wet land, multi media filter, chlorine contact tank with required arrangement, walk ways, , Interconnectivity pipe of STP & Effluent Pipe, Boundary wall with Fencing Panel around the S.T.P Yard (P&F), Steel Gate (P&F), Interconnecting Path, Railing and Access Ladder, Plant Building/Chowkidhar Room (plinth area 23.00 sq.m.),pump house (36 Sqm.), lab equipments, providing and installation of Electro - Mechanic Equipment’s, electromagnetic flow meter, DG set, Providing and fixing of yard lighting around STP, with in all leads and lifts at site complete in all respect as per the entire satisfaction of Engineer-in-charge (as per chapter No. I (a) ). 3 Months of successful trial run as per the provisions of Manual on Sewerage & Sewage Treatment published by CPHEEO Manual (Latest edition) (refer data sheet 1)

Construction of Intermittent Pumping Station for Zone-3 to Zonbe-2 Sewage Treatment Plant of 0.320 KLD capacity, including evolving of hydraulic & structural designs & drawings, planning, testing and commissioning. The scope of work includes construction of Inlet Chamber , Screen Channel with automatic reciprocating type screens , Wetwel Pump House cum chowkidar Room (plinth area 36.00 sq.m.), providing and installation of Electro - Mechanic Equipment’s, including Pumping Mechinery, Rising main, Electro megnetic flow meter of approved brand and make, DG set . Providing and fixing of yard lighting around Intermittent Pumping Station, 3 Months of successful trial run as per the provisions of Manual on Sewerage & Sewage Treatment published by CPHEEO Manual (Latest edition) as per DATA Sheet. The Total Head is 50.0 meter Non- clog submersible sewage pumps capable of handling 80mm solid size. (refer data sheet 2 and chapter I (b) )

Construction of Sewage Treatment Plant of 0.670 KLD capacity based on natural treatment in the shape of constructed wetland, including evolving of hydraulic & structural designs & drawings, planning, testing and commissioning of treatment facility. The Sewage Treatment Plant should be capable of treating domestic raw sewage fpo reuse of irrigation purpose having characteristics of BOD =350 mg/litre & suspended Solids =650 mg/litre and the characteristics of treated /disposable effluent should comply with the standards as per the norms of H.P. State Pollution Control Board i.e. PH = 6.5- 9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 50 mg /litre, Faecal Coliform (MPN /1000 ml) <100, N - Total N ≤ 10 mg/litre, NH4 - N ≤ 5 mg/litre. The scope of work includes construction of Inlet Chamber , Screen Channel with automatic reciprocating type screens, Grit Channel , Distribution Box ,Anoxic Reactor, Moving bed bio film Reactor (MBBR) with retrievable type diffusers, tube settlers,, constructed wet land, multi media filter, chlorine contact tank with required arrangement, walk ways, , Interconnectivity pipe of STP & Effluent Pipe, Boundary wall with Fencing Panel around the S.T.P Yard (P&F), Steel Gate (P&F), Interconnecting Path, Railing and Access Ladder, Plant Building/Chowkidhar Room (plinth area 80.50 sq.m.),pump house (36 Sqm.), lab equipments, providing and installation of Electro - Mechanic Equipment’s, electromagnetic flow meter, DG set, Providing and fixing of yard lighting around STP, with in all leads and lifts at site complete in all respect as per the entire satisfaction of Engineer-in-charge (as per chapter No. I (c) ). 3 Months of successful trial run as per the provisions of Manual on Sewerage & Sewage Treatment published by CPHEEO Manual (Latest edition) (refer data sheet 3)

C/O RCC Tank :- Design and construction of reinforcement cement concrete circular Under ground/ over head storage tank of following capacity & staging height at different node/ locations of the scheme including site developments, cost of excavation in all kind of soil, cost of construction material necessary arranement of inlet, outlet, over flow & scour pipe along with sluice valves chamber box & other fixture & fitting including cost of pipe & aluminium ladder, (The design and drawing shall be got approved from competent authority before execution). Over head storage tank should be comprise of the followiing :- The work shall be carried out as per technical specification attached in the NIT & direction of the Engineer-in-Charge. All the sorrounding shall be levelled & made good & brought in proper shape as per direction of Engoneeer-in-Charge. RCC structure shall be designed IS 456- 2000, IS 3370 IS 1893 & other relevent IS code. (b) Providing laying & jointing of inlet, outlet, scour & over flow MSERW pipe 4.8 mm wall thickness conforming to IS/ ISO 3183 or GI pipes (MC) conforming to IS 1239 (latest) duly flanged (Table-5) of appropriate diameter (refer chapter -1) complete with in all necessary fitting such as Tees, Bends, Tail pieces, flanges & valves etc. subject to approval of the outlet pipe with distribution main & over flow pipe connection with any suitable distribution/ delievery pipe and all the pipes from the s/tank shall be painted with appropriate colours as per direction of the Engineer- In- Charge. (c) Providing & fixing of cast iron manhole cover conforing to IS 1726 - 1991 with upto date ammendments, minimum two numbers of 500 mm internal dia inclding frame of medium duty. (D) Cast iron ventilating pipe with cowl and mosquito proof cover of sufficient length suitable for over head tank subject to approval of the Engineer- in- Charge . (e) All other required accessories / aplliances such as lightning conductor of approved specification, bell mouth, control valves (for inlet, outlet & scour arrangement ) of cast iron (class PN 1.6 ) water level gaurd (Indicator) etc. which shall be provided (f) suitable RCC sprial stair case 90 cm wide for access upto the top of the tank for overhead tanks & M.S ladder 45 cm wide shall be provided inside the reservior from the top of tank to its boutom.(g) The tank shall be painted with water proofing cement paint outside complete in all respect. (h) There shall be 1.0 mtr wide gallery all around with provision of necessary railing for overhead storage tank. No. 1,

C/O RCC Collection tank of 320000 Litres capacity at Node-4 (refer data sheet 5)

C/O RCC Main storage tank of 60000 Litres capacity at node -14 (refer data sheet 6)

C/O RCC OVER HEAD tank 35000 litrs capacity at with 10 metre staging hieght (refer data sheet 7)

Construction of RCC framed structure pump house in M-25 concrete grade (as per proper Design & Drawing) complete in all respect with the accommdation for office room, attendent room, automation room, transformer room, Toilet, chowkidar quarter, Panel Boards etc. i/c the provision of Gantry girder of min. 5 Tonne capacity, 500 mm dia C.I.Man Hole cover & frame ( Medium duty), CGI sheet roofing, Doors & windows, chequered tile flooring, all type of internal and external electrical wiring, water supply and sanitary fitting and other allied items.The clear height of gantry girder shall be 4.20 mtrs. above floor level and head room, above gentry shall not be less than 1.00 mtrs. The thickness of prepainted sheet for roofing shall not be less than 0.60 mm. The Doors & shutters (other than main opening which is with rolling shutters) shall be of aluminium. The outer doors & Window shall be in double shutters and aluminium grills for windows & internal wiring shall be in PVC conduit.The work shall . All work shall conform to relevent IS code and to the entire satisfection of the Engineer in Charge. (refer data sheet 4)

Excavation in foundation trenches etc.in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre) layer 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 within all leads and lifts.

Chiseling Hard Work

Pick work 50% Jumper work 50%

Pick work 60% Jumper work 40%

Providing and laying cement concrete 1:6:12 (One cement is to six sand is to twelve graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge.

RANDOM RUBBLE MAOSNRY/POLYGONAL MASONRY (UNCOURSED/ BROUGHT TO COURSES) WITH HARD STONE OF APPROVED QUALITY IN FOUNDATION & PLINTH INCLUDING LEVELLING UP WITH CEMENT CONCRETE 1: 6: 12 ( 1CEMNT : 6 SAND :12 GRADED STONE AGGREGATE 20 mm NOMINAL SIZE ) IN CEMENT MORTOR 1 : 6 (1 CEMENT : 6 SAND) with in all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:5:10 ( 1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of from work in retaining walls/Breast walls, the size of plums shall usually be 150mm. To 300mm. as per H.P.P.W.D. Specification) with in all leads and lifts as per the direction of Engineer-in-charge.

Providing & laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge.

Providing & laying cement concrete 1:3:6 (1cement: 3sand: 6graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge

Providing & laying cement concrete using M-30 (Design Mix) but not less than 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :-

Foundation footings bases of columns and the like and mass concrete within all leads and lifts as per the direction of Engineer-in-charge.

Wall (any thickness but not less than 0.10 mts. thickness) attached pillasters, buttresses plinth, and string courses etc.from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:2:4 (One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work in within all leads and lifts as per the direction of Engineer-in-charge.

Providing & laying cement concrete using M-25 (Design Mix) but not less than 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :-

in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge.

Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge.

2nd class brick work using common brunt clay building bricks in foundation and plinth in cement mortar 1:4 (1 cement : 4sand) within all leads and lifts as per the direction of Engineer-in-charge.

HALF BRICK MOSONRY IN COMMON BURNT CLAY BUILDING BRICKS IN 1:4(1CEMENT:4 SAND) within all leads and lifts as per the direction of Engineer-in-charge.

15mm cement plaster in two coats on rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arrires, inernal rounded angles, chamfers and or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1cement : 6sand) inner side including cost and carriage of material within all leads and lifts as per the direction of Engineer-in-charge.

20mm cement plaster in two coats on rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arrires, inernal rounded angles, chamfers and or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1cement : 6sand) inner side including cost and carriage of material within all leads and lifts as per the direction of Engineer-in-charge.

FINISHING WALL WITH WATER PROOFING CEMENT PAINT OF APPROVED BRAND & MANUFACTURE & OF REQUIRED SHADE ON UNDECORATED WALL SURFACES ( TWO COATS) TO GIVE AN EVEN SHADE AFTER THOROUGHLY BRUSHING THE SURFACE TO REMOVE ALL DIRT & REMAINS OF LOOSE POWDERED MATERIALS within all leads and lifts as per the direction of Engineer-in-charge.

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 in-situ reinforced concrete and plain.

Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness within all leads and lifts as per the direction of Engineer-in-charge.

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasres buttresses, plinth & string courses and the like ith in all leads and lifts as per the direction of Engineer-in-charge.

Column, pillars, posts and structs, circular or curved in plan and the like within all lead & lift complete in all respect.

Sides and soffits of beam haunching, centiliver and bressumers and lintels not exceeding 1.00 mtr. In depth inall height from complete in all respect within all leads and lift.

Providing form work of ordinary timber plankings so as to give a rough finish including centring, shuttering, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain concrete work in :

Arches upto 6 metres span within all leads and lifts as per the direction of Engineer-in-charge.

Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Steel work welded in built up sections,trusses and framed work including cutting,hoisting and fixing in position and applying a priming coat of red lead paint in gratings,framed guard bars,ladders,railing,brackets and similar type of work within all leads and lifts as per the direction of Engineer-in-charge.

Providing and fixing gantry for hoisting and lowering of pumping machinery i/c chain pully block of 5 MT within all leads & lifts as per the direction of Engineer-in-charge

Providing and fixing CI manhole cover with frame having frame size of 50mm internal dia ( medium duty). The weight of cover and frame should not be less than 58kg within all leads and lift complete in all respect.

Providing, laying, jointing and testing bavelled ended MSERW zinc coated pipe with circumfeerential butt welded joints after alternate pipe length by electrical arc. welding 95% welding and 5% flange joint with M.S. flanges i/c nut,bolt,rubber gasket etc. (welding thickness shall be equal to pipe wall thickness )of following diametre and wall thickness conforming to IS/ISO. 3183-2007 of steelgrade L-290 (latest with up to date ammendents)and capable of with standing requred test pressure in a random length of 5.5to 6.5 metres. including manufacturing reducer /tapersall short pieces,bends etc.as per site requrement made from parent tube.where ever requred duly welded in three layers (two inner one outer) and all operations such as cutting welding , jointing , fabrication of bends ,tees,making bevelled pipe ends suitable for butt welding lowering and laying in excavated trenches to ensure requred level complete in all respect to the best satisfaction of the engineer in charge . the fabricated bends shall have three of our cuts having its radius not less then five times of the dia of pipe. the shall be factory galvanised (zinc coated both in side and out side )as per relevant IS strandred and the damaged portion of the pipe sand other special complete in all respect to the best satisfaction & direction of Engineer in charge with in all lead and lifts.

150mm dia MSERW Pipe ISO 3183 5.20mm thick (L-290) RD- 0 to 750

150mm dia MSERW Pipe ISO 3183 4.80mm thick (L-290) RD- 750-3420

Providing,laying, jointing and testing GMS Pipes flanged / Butt Welded pipes including cost of bends complete as per IS:1239 1990 (Part-I), as per dimensions, weights and test pressures mentioned below in a random length of 4 to 7 meters. The Butt welded joints & MS Flanges are to be provided on each joint as per table given below conforming to IS:6392 - 1971 and welding of flanges with electrodes as per relevants codes including required number & size of nuts and bolts as per relevants codes and asbestos fibre jointing gasket sheet not less than 3mm thickness as per relevants codes. The welding of flanges to be done on both faces in two layers to make the joints leak proof and to entire satisfaction of the Engineer-in charge. The laying of pipe should be conformed to IS:5822-1994. (Earth work in trenches, Flanged joints to be measured and paid for separately )

GMS Pipe 150mm dia (Medium Class)

RD 3420 to 4290 GMS Pipe 150mm dia ( Heavy Class)

Providing,Laying,jointing and testing GMS Pipes flanged / Butt Welded pipes including cost of bends complete as per IS:1239 1990 (Part-I), as per dimensions, weights and test pressures mentioned below in a random length of 4 to 7 meters. The Butt welded joints & MS Flanges are to be provided on each joint as per table given below conforming to IS:6392 - 1971 and welding of flanges with electrodes as per relevants codes including required number & size of nuts and bolts as per relevants codes and asbestos fibre jointing gasket sheet not less than 3mm thickness as per relevants codes. The welding of flanges to be done on both faces in two layers to make the joints leak proof and to entire satisfaction of the Engineer-in charge. The laying of pipe should be conformed to IS:5822-1994. (Earth work in trenches, Flanged joints to be measured and paid for separately )

50mm dia (M)

65mm dia (M)

80mm dia (M)

Providing Laying, jointing in trenches, galvanised mild steel tubes (light grade), tube fittings including testing of joint complete (cost of excavation is to be measured and paid seperately).

65mm light

Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for seprately). 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 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts..

150mm dia Flange table-34

150mm dia Flange table-28

150mm dia Flange table-17

150mm dia Flange table-5

50mm dia Flange table-5

65mm dia Flange table-5

80mm dia Flange table-5

Providing double flanged Cast Steel Reflux valve, following class of Leader/ Kirloskar make of following diametar for rising main and capable of with standing following normal seat pressure conforming to BS:1868/API-600 or latest ammendments. within all leads and lifts as per the direction of Engineer-in-charge.

150mm dia.

Providingand fixing cast steel air valve of leader make having test pressure of ASA 300 confirming to BS: 1452-90 complete in all respect. within all leads and lifts as per the direction of Engineer-in-charge.

80mm dia.

Applying cement slurry on R.C.C.slab or cement concrete work using 2.75 kg. of cement per sq.metre of floor area before laying cement concrete flooring including roughening, cleaning of the concrete surfaces complete within all leads and lifts as per the direction of Engineer-in-charge.

Providing & Fixing 200 mm WIDE CI RUNGS WITH CHEQUARRED/RIBBED NON SLIP SURFACES I/C FIXING IN M/HOLE WITH 200 X 100 X100 mm CEMENT CONC.1:3:6 (1CEMENT:3 SAND:6 STONE AGGREGATE 40mm NOMINAL SIZE) IN ALL LEAD & LIFTS AND TO THE ENTIRE SATISFACTION OF THE ENGINEER IN CHARGE.

Providing and fixing pre cast SFRC Manhole cover with frame having size of 560 mm internal dia (Medium Duty) within all leads lifts complete in all respect.

White washing with lime on undecorated wall surfaces two coats to give an even shade including throughly brooming the surfaceto remove all dirt, dust, mortar and other foreign matter within all leads and lifts as per the direction of Engineer-in-charge.

Providing and fixing of 3.15mm thick MS sheet Manhole cover 600x600mm with locking arrangment complete in all respect

Providing and fixing sand cast/cast iron spun spigot and socket soil, waste and ventilating pipes (lead caulked joints to be measuremed and paid for separately). within all leads and lifts and lifts as per the entire statisfection of Engineer-in-charge.

100 mm Nominal Size

Providing and fixing Cast Iron Cowl within all leads and lifts and lifts as per the entire statisfection of Engineer-in-charge.

100 mm Nominal Size

Providing Supply of Kirloskar/Kilburn /IVC/Fouress/Gled/BHEL/ Leader make Cast Iron double flanged sluice valve 80 mm dia class PN1.6 confirming to BIS-780-1984 (to be provided on R/main side) capable of with standing nominal seat test pressure of 16 kg/cm².

65 mm Nominal Size

Laying jointing and testing of DI pipe spigot and socketed pipe with CML (SBR tyton push on joint) complete in all respects as per IS 8329-2900 class K7 diamensions weight and test pressuers in all respect and as per patest ammendments or adition.

a)150mm dia

Providing, lowering, laying and jointing HDPE pipe of grade PE-80, PN-8 (conforming to IS 14333 Latest edition) in proper position by butt fusion joining procedure in cluding hydraulic testing as per relevant IS Code, complete within all material for joining procedure like butt fusion welding machine with hydraulic jack, top loading clamp etc. pump accessiries for hydraulic testing and all labour as directed by Engineer in charge as conforming to IS-7634 (PartII) 2012 ammended upto date.

160mm OD of HDPE Pipe

Providing and fixing double socket flanged Y Tee 150x150mm Dia as per IS 8329-2900 complete in all respect within all leads and lifts and as per latest ammendments or edition.

Providing and fixing DI Plug 150mm Dia complete in all respect and as per latest ammendments or edition.

Providing and jointing tyton (Push on joints) to Ductile iron pipe and fitting including testing of the joints, cost of rubber gasket (EDPM quality) conforming to IS 3382 latest edition/ ammendments complete in all respect within all leads and lifts and as per latest ammendments or edition.

Supply of Kirloskar/Kilburn /IVC/Fouress/Gled/BHEL/ Leader make Cast steel double flanged sluice valve of class ASA-150 confirming to BIS-1414 (API-600) (to be provided on delivery side) of equal size to one dia more than the dia of delivery of pump and capable of with standing nominal seat test pressure of 21 kg/cm².

150 mm Dia

Repair of panchayat footpath complete in all respect as per the satisfaction and direction of engineer -in-charge.

Wire crates made of galvanised iron wire filled with boulders with square cut faces against the wire.(Boulder filling to be measured and paid separately).Galvanised iron wire with 5mm thick corresponding to SWG-6 (15 centimeter mesh) within all leads and lifts as per direction of Engineer in charge.

Wire crates made of galvanised iron wire filled with boulders with square cut faces against the wire (Wire crates to be measured and paid separately) within all leads and lifts as per direction of Engineer in charge.

Providing double flanged Cast Steel Reflux valve, following class of Leader/ Kirloskar make of following diametar for rising main and capable of with standing following normal seat pressure conforming to BS:1868/API-600 or latest ammendments. within all leads and lifts and as per latest ammendments or edition.

150 mm Dia

Providingand fixing cast steel air valve of leader make having test pressure of ASA 300 confirming to BS: 1452-90 complete in all respect. within all leads and lifts and as per latest ammendments or edition.

80 mm Dia

Pumping Machinery :- Supply of submersible pumping set of KSB/ Kalama/ Kirloskar/ Johnston/ crompton/ BS make conforming to latest BIS: 8034-1976 suitable for lifting Raw water (latest with uptodate ammendments) fitted with bronze impellers/suitable alloy directly coupled to squirrell case electric induction motor of same make as (manufacurer standard) conforming to BIS: 9283-1979 (latest with uptodate ammendments) and totally water proof for submersible duty, isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including water level guard, errection clamps, cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:-

Discharge = 16.46 LPS , Head = 38.07 Metres

Supply of horizontal spindle, horizontal/radial split casing and suction (backpull out arrangement) single/double/ multistage centrifugal pumps or combination of pumps in series /parallel of KSB/ Mather & Platt/ Jyoti/ Kirloskar/ BE/ Maxflo/ Sabar make conforming to BIS: 1520-1980 (latestwith upto date ammendments) read with BIS: 9137-1978 (latest edition) suitable for lifting water of under mentioned charactristics with impellers of bronze/suitable alloy, priming funnels, casing ring & shaft sleeves of bronze/ suitable alloy, shaft of sutable steel grade with cast iron casing coupled directly through a flexible coupling on a common C.I./ Cast steel base plate (base plate to be from the principle manufacturer of pumping set) to slippering/squirrel cage screen protected drip proof electric induction motor of Kirloskar /NGEF/Crompton/ Siemen /Jyoti /BHEL /GEC /ABB conforming to BIS: 325-1978 read read with BIS: 900-1972 (latest with upto date ammendments) It should include the cost of bearings, nuts & bolts, painting etc. and shall be suitable for operation as per data given below. (Ist stage). The pumping mechinery shall be installed on proper designed base plate. The foundation of the mechinery should be designed base plate. The foundation of the mechinery should be proper designed and enclosed properly. The electrical equipment such as starter, ICTP switches, MCB, Busbar Chamber, ELCB, Pannel board, Indicating lamp, Ampere meter, Volt meter, Hour run meter including incoming and outgoing cable should be ISI marked.The suction, Delivery and common header piping, bypass piping relevent to pump house size including concentiric heavy piping, bypass piping relevent to pump house size including concentiric nozzel, Y-T connection, flange, Gaskit, junction stainer, sluice valve, NRV valves on suction piping, delivery piping, on header piping, out side pump house and on bypass piping and suitable type check valve on delivery piping as per required pressure gauge, with two way cook, GI ultrasonic type flow instrument with digital flow indicating and intergating device etc. complete with all leads and lift.

Discharge =8.23 LPS , Head = 390.89 Metres

S.k.sharma contractor and engineer

National India Construction Co.

SS RANA CONSTRUCTION PRIVATE LIMITED